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SDP201300029 Plan - Approved 2013-05-07
INDEX OF SHEETS DRAWING NO. SHEET NO. TITLE G -1 I OF 17 COYER SHEET G -2 2 OF 17 PROFFERS 4 PROJECT DATA G -3 3 OF 17 NOTES G -4.1 4 OF 17 INITIAL PHASE - EX GONDITION5 4 DEMO PLAN G -4.2 5 OF 17 INITIAL PHASE - 51TE LAYOUT PLAN G -4.3 6 OF 17 INITIAL PHASE - LANDSCAPE PLAN C -4.4 7 OF 17 INITIAL PHASE - PHOTOMETRIC, PLAN G -5 8 OF 17 FINAL PHASE - EX CONDITIONS $ DEMO PLAN G -6 cl OF 17 FINAL PHASE - SITE LAYOUT PLAN G -7 10 OF 17 FINAL PHASE - SITE GRADING t UTILITY PLAN G -8 11 OF 17 FINAL PHASE - D I MEN51 ON PLAN G -4 12 OF 17 STORM PROFILES G -10 13 OF 17 DETAILS G -10.1 14 OF 17 DETAILS CI-11 15 OF 17 FINAL PHASE - LAN05GAP I NG /51 TE LIGHTING PLAN G -12 16 OF 17 LAND5GAPING /5ITE LIGHTING DETAILS G -13 17 OF 17 FINAL PHASE - PHOTOMETRIC, PLAN DEPARTMENT OF GOMMUN I TY DEVELOPMENT PLANNER/ZONING IQrAl ► ::�� BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITIY 'D I"I���� N� T1"CP 56/Z 51 MAY C , 20 I E3 M I NOiz S I TF- PLA N AMENDMENT (SDP - 200E -001 -70i) (REZONINC:�) ZMA 20 i. V I RG 1 N I A DEPARTMENT OF TRAN5PORTATI ON DATE L Ro e VICINITY MAP lu SCALE: I "= 1000' UNION C5X RAILWAY SCALE : I"= 1000' 3 SITS DATA: OWNER/APPLICANT: SITE ADDRESS: NOTCH'D LLG 40 STOCKTON RIDGE PLACE GREENWOOD, VA 22x43 THREE NOTCHV CENTER 5374 THREE NOTCH'D ROAD CROZET, VA 22432 ENGINEER: NP ENGINEERING 680 IVY FARM DRIVE CHARLOTTESVILLE VA 22401 TELEPHONE (434f 531 -7387 SOURCE OF SURVEY: SOURCE OF TOPOGRAPHY: DATE OF TOPOGRAPHY: BENCHMARK: COUNTY, STATE, MAGISTERIAL DISTRICT: TAX MAP REFERENCE: ZONING: SETBACK REQUIREMENTS: EXISTING, USE-5i USE51 Dominion Development Resources, LLC Dominion Development Resources, LLG AUGUST 2005 (Assumed datum) Top of DI o Rte 240 (664271) ALBEMARLE COUNTY, VA WHITE HALL 56A(3) -4 PDSC, PLANNED DEVELOPMENT BUILDING - 30' FROM PUBLIC R.O.W. PARKING - 10' FROM PUBLIC R.O.W. COMMERCIAL PDSC (COMMERCIAL CENTER/OFFICE) LAND USE SCHEDULE: EXISTING PROPOSED BUILDING 4,818.63 50. FT. 15,400.00 (15.7456) PAVED (OR GRAVEL) 27,815.44 50. FT. 58,785.84 FT. (58.1856) OPEN SPACE 68,404.56 50. FT. 26,351.64 50. FT. (26.04515) PARKING SCHEDULE: PROP05M OFFICE/COMMERCIAL PD50 EAST BLDG ODD50 not in office) = 8,000 gsf = 7,900 SF GLA NEST BLDG (POSO not in office) = 5,500 gsf = 4,450 5F GLA TOTAL GLA SF IN PD5C = 12,250 5F GLA o 55 SPACE-5/1000 GLA SF = 67 SPACE5 REQUIRED OFFICE USE EAST BLDG (2ND FLOOR) = 5,000 SF NET MST BLDG (2ND FLOOR) = 3,400 SF NET WEST BLDG (3RD FLOOD = O 5F NET TOTAL NET SF = 8,400 SF o I SPACES/200 SF NET = 42 SPACES REQUIRED TOTAL PARKING REQUIRED FOR THIS SITE = 67 + 42 = 104 SPACES LESS 85% REDUCTION FOR SHARED PARKING d PEDESTRIAN OFFSET (4 SPACES) TOTAL PARKING SPACES REQUIRED = 100 SPACES (5 HANDICAP AGCE5515LF,) TOTAL PARKING SPACES PROVIDED = 48 SPACES + 5 HANDICAP SPACES (NOTE - parkincl does not include 3 spaces desicpated vacuum/mcir) RESERVOIR WATERSHED: THE 51TE LIES WITHIN THE 5EAVER CREEK RESERVOIR WATERSHED FLOODPLAIN, THE 51TE DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT 15 40' (see sheet 2) 516NAGE: ALL 51GN5 MU5T BE APPROVED BY AR5 f e w. Nalfxnbl D. erl'CIre Carr. No. 032304 �,�5 ')-- f:� Py . ! �b \ o `: �- Q }m �wr (� LL-} 00 %Z v DM16NM BY DATE z LU 5/6/13 a DATE �} 5/6/13 :D < Q DATE FILE EDIT Q UJ V SCALE I11 =505 Ilu < < FLO-r 1� PROXOT N << etflMT NO. � � Q a r � Q DM16NM BY DATE z LU 5/6/13 tu Q� DATE �} 5/6/13 :D < Q DATE FILE EDIT Q UJ V SCALE I11 =505 Ilu < < FLO-r 1� PROXOT X << etflMT NO. DM16NM BY DATE NP 5/6/13 DRAHN BY DATE NP 5/6/13 GHEUQD BY DATE FILE EDIT snROU -7/5 /0a SCALE I11 =505 DRMNS FLO-r G -1 PROXOT - OF 17 etflMT NO. r jr� i Original Proffer _X___ Amended Proffer (Amendment # ) PROFFER FORM Cate: 12 /11/2007 ZMA ## 2007 - 006 _Tax Map Parcel(s) ## 56 V3 ) - 9, 11' 2.32 Acres to be rezoned from LI to PD -SC in accordance with the Application Plan prepared by NP Ericiineerina_ i2ted 1 /2107 revised 8/15107 Pursuant to Section 32.3 cif the Albemarle County Zoning Ordinance; the Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle Counter. These conditions are proffered as part of the rezoning and it is acknowledged that the conditions are reasonable_ The development of the Property shall be limited to those uses allowed by right under Section 18- 25.2.1 and those uses allowed by special use permit under Section 18- 25.2.2 of the Albemarle County Code, excepting those, by right uses delineated in Sections 18- 222,1, 18- 23.2,1 and 18- 24.2,1 'listed below, as all of those sections are in effect on December '12, 2007, copies of which are attached hereto. The following by right commercial and service establishments shall not be permitted on the Property: (1) The Permitted uses of the property, andlor uses authorized by special use permit, shall be only those uses allowed by Albemarle County Code Section 18 -25.2 in effect on 1, 21112/2007. The by right uses ;permitted under Albemarle County Code Section '18- 25.2.1.1, the C -1,. CC, and HC uses cross- referenced therein shall include only those commercial and service establishments allowed in Albemarle County Code Sections 1€1 -22; 18 -23, and 18 -24 in effect on 12/12/2007 except the following: A. Cemeteries: 18- 22.2.1,b3, '16- 23.2:1.4,18- 24.2.1.5 8. Fire, & rescue squad stations: 18.22.2.1.1 6, 185 24.2.1.13. C, Indoor theaters: 18-22.2.1.b9,18-24,2.1,38 D_ Libraries, museums: 18- 22.2.1.blZ 18- 23.2.1.5 E. Automobiieservice stations 16- 22.1.1.bl6, 18- 2421.5. F. Automobile, truck repair shop, excluding body shop: 18- 22,2.1.b22, 18- 24,2.12 G. Hotels, mauls and inns: 18- 24.2.1,20 H. Mobile home and trailer sales: 18- 24.2:1.23 I. Modular bldg sales. 18- 24.2.1.24 J. Motor vehicle sales, service and rental 18- 24.2.1.25 K. Building material sales: 18- 24.2.1.4 L. Light warehousing: 18- 24.2.1.21 M. Machinery and equipment sales, service, and rental: 18-24.2.1.22 N. New automotive parts sales: 18- 24.2.1.26 0. Sale of major recreational equipment and vehicles: 18- 24.2.1.32 P. Wholesale tllstribution: 18- 24.2.1,34 Q. Heating oil sales and distribution: 18- 2421.39 R. Indoor athletic facilities: 18- 22,2A.b24, '18 -24.2 1.42 FIXTURE COUNT ANALYSIS SIZING OF WATER METERS' CUSTOMER THREE NOTCH'D CENTER EAST BUILDING ADDRESS TAX MAP NO. TYPE OF OCCUPANCY BUSINESS TOTAL FIXTURE VALUE EQUIVALENT RESIDENTIAL CONNECTION (ERC) MAXIMUM PROBABLE FLOW 20.9 GPM (Tank Type Water Closet) MAXIMUM PROBABLE FLOW 67.7 GPM (FlushometerType Water Closet) 24.8 METER SIZE= 1" 79A 3.19 pF ALr J' k: �ERr3II�P COUNTY OF ALBEMARLE Department of Community Devetopment 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 August 20, 2008 Jo Higgins Project Development LLC 104 Ana Marie Boulevard Waynesboro, Virginia 22980 RE: Variation to allow.an increase in building height without a corresponding increase in the 30' foot setback established in the application plan approved under ZMA 200700006 Three Notch'd Center Dear Jo: The County has received your variation request referenced above for a modification to exceed the maximum building height requirements of 35 feet for Three Notch'd Center without corresponding increase to the setback. Your specific variation request is to allow up to a maximum of 39.5 feet for the proposed 3 -story west building while maintaining the 30 foot building setback. (Ref. Zoning Ordinance Section 21.4) Section 8.5.5.3 allows the director of planning to grant minor variations to yard requirements and maximum structure heights as long as: 1) The variation is consistent with the goals and objectives of the comprehensive plan. This is the applicant's response to the Architectural Review Board's request that this building be designed with a pitched roof in order to meet Entrance Corridor guidelines. Maintaining the integrity of the Entrance Corridor roadways is a strategy of the comprehensive plan. 2) The variation does not increase the approved development density or intensity of development. This variation request allows flexibility in roof design of the 3 -story west building, but does not increase density or intensity of the approved Three Notch'd Center development. 3) The variation does not adversely affect the timing and phasing of development of any other development in the zoning district. This variation does not affect timing or phasing of development. Three Notch'd Center Building Height Variation - 7/14/0,8 1 SDP 200800073 and ZMA '200700006 3) The variation does not require a special use permit. This variation does not require a special use permit. FIXTURE COUNT ANALYSIS 4) The variation is in general accord with the purpose and intent of the 88 approved rezoning application. Copra 01 Albemarle County Codc Sections 18- 22.2.1, 18- 23.2.3, 18- 24.2,1, and '38 -25:2 on SIZING OF WATER METERS This is a minor variation request and is in keeping with the purpose and intent of the S,, approved rezoning application to allow redevelopment of the Three Notch'd Center CUSTOMER THREE NOTCHM CENTER WEST BUILDING' property. � leffrE" 5 '. rouse (TMP 5063-113 ADDRESS Pr inred Nvarres of All Owners mate Based on the above findings, this letter serves to provide APPROVAL, of an increase in TAX MAP No. the building height of up to 40 feet without a corresponding increase to the 30 foot Jeffrey Sprouse (TMP 56A3 -9) /2 �j TYPE OF OCCUPANCY BUSINESS setback as depicted on the approved Application Plan, subject to Architectural Review Board (ARB) approval. This approval does not supersede any authority of the ARB or ---- ----- - - --- - -- -- - --- - TABLE C.1.3 - SUPPLY FIXTURE UNIT VALUES any other provisions of County ordinances applicable to this project. OR RESIDENTIAL, LIGHT COMMERCIAL, MOTEL AND SIMILAR SERVICE EXAMPLE FOR CO ERC If you have any questions or need additional information, please contact Rebecca Signature of Attornev- in -Facf Printed Name to c Attorney in_Far_E FIXTURE COUNT = 25 (Attach Proper Power of !tttorney't Ragsdale or myself at 296 -5 &23. ERC = 1.0 TOTAL TOTAL. FIXTURE OCCUPANCY FIXTURE NO.OF FIXTURE NO.OF FIXTURE Sincerely, u VALUE FIXTURES VALUE FIXTURES VALUE ^ Bathroom Group Flush Tank Private 3:6 0.0 0.0 Bathroom Group Flush Valve Private 8.0 0.0 0.0 r rJ 1! Bathtub Faucet Hot & Cold). Private 1.4 2 2.8 0.0 ! Bathtub Faucet Hot& cold Public 4 0 0.0, 0.0 V. Wayne ' imberg =. Bidet Private 2:0' 1 2.0 0.0 Director'of Planning Combination Faucet Fixture Private 3;0' 0.0 0.0 liishwashing Machine Private 1.4 1 1.4 0.0 C: Summer Frederick, Senior P a ner- Current Development Drinking Fountain - Public; Offices, Etc. 0.25 0.0 0.0 Rebecca Ragsdale; Senior Planner - :Planning Kitchen + do si nk L iHu at 1, Cn oli d r r u tai Povoa�tt e + w 1 :4 n 1 n 1 .4 n . I 0n .0 n Margaret Mallszewski, Principal Planner 't . ' J. PROFFERS TOTAL FIXTURE VALUE EQUIVALENT RESIDENTIAL CONNECTION (ERC) MAXIMUM PROBABLE FLOW 23.4 GPM (Tank Type Water Closet) MAXIMUM PROBABLE FLOW 72,0 GPM (FlushometerType Water Closet) 24.8 METER ;SIZE= 1" FIXTURE COUNT 91.7 3.70 1tMr�l� -rSa 831iC layViawLriMDotmY_l0 tstswaiis 3Pmi (3073 T tire ilotc;h'd Center PrelIminalylVariatloriBu ldirlgH all g fit 7-14- 08,clu,d Three Notch'd. Center Building Height Variation- 7/14108 SDP 200800073 and ZMA 200700006 2 BLDG HEIGHT VARIANGE APPROVAL d C rn N o� r o �- r 01 d; c m N f N 0o co ca a0 O N 4? 42 tt N 0 N O n u fa N C5 N F- � o TRAFFIC GENERATION W nlel D. Perkins GI=RT. NO. 032304 4 Eli 10 �' JI 'V S DATE NP m a m col h) N DATE Z UJ 5/6/15 < DATE PILE w SPROU5E IL SCALE �Zm vo< a � 2 OF 1-1 SHEET NO. N n W Z I d �,mw co col N w1 r, I Lu w ac F Qo W to r'i 't L, � Ln coo rt. W m a ice` N u qW Lo m to V :V f N �d' Y EE m. � CC) m NI a W d a n) n.H a rnu� co p N 47 i,, mN h CO Y F- WI d N � C, cb ml ' MI -t 4 4 DC aC\1 �n 'M r, tvl a0 r � ZI N W l°°Y X 't 't t CQ ? 1.0 N. a w W oc Z a a ��3 -° 001` F- Z LO r W ar m W tlrl R W Y d RE to 4 O r N, 471 O> rl N r a a Imo„ Q Q co I g W p Q fh 1.0 It "t 7 CO a. p. , L. i! 7 N h' c4 N DI N. RII J2 FW..I -,r . m o m p F OQC 10 N r N4 '(0 q r m [ND N O O Q O O (�fi f17 Q PQ m� O N- M in �I Q) C] CV co Q ,CO d' M co m O Q h ti - U oW 2 ZI 0, 0 0. as V � 0. a 2 t M -0 03 U m 0 N m - O a a) W y �s m v m m rtt O (n m o 3 Z E N j iz rp O c-0 02 v3 0- 0> 0 co v 0 co d C rn N o� r o �- r 01 d; c m N f N 0o co ca a0 O N 4? 42 tt N 0 N O n u fa N C5 N F- � o TRAFFIC GENERATION W nlel D. Perkins GI=RT. NO. 032304 4 Eli 10 �' JI 'V S DESIGNED BY DATE NP 5/6/13 A DATE Z UJ 5/6/15 < DATE PILE EDIT SPROU5E IL SCALE �Zm vo< G -2 PLOT PRO.JlEGT - 2 OF 1-1 SHEET NO. N Z �N OL uJ I Lu ac m ice` N N d DESIGNED BY DATE NP 5/6/13 DRAM BY DATE Z UJ 5/6/15 < DATE PILE EDIT SPROU5E IL SCALE �Zm vo< G -2 PLOT PRO.JlEGT - 2 OF 1-1 SHEET NO. d Z �N OL uJ I Lu DESIGNED BY DATE NP 5/6/13 DRAM BY DATE NP 5/6/15 Gir5GKED BY DATE PILE EDIT SPROU5E SCALE DRAWIN6 G -2 PLOT PRO.JlEGT - 2 OF 1-1 SHEET NO. GENERAL GON5TRUGTI ON NOTES FOR 51 TE PLANS I. Prior to any construction within any existing public rig�ht -of -way, inc qc� luding connection to any existin road, a permit shall be obtained from the Vir inia Department of Transportation (\150T). This plan as drawn may not accurately re�lect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All pavin , drainage related materials and construction methods shall conform to current rrosion ecifications and standards of the Gity of Ghorlottesville unless otherwise noted. 3. and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable sloe is 2:1 (horizontahvertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch math be required when, in the opinion of the the Engineers, or the Engineer is designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Gontrol Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Glass III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Gonstruction Industry (2q GFR Part lci36). q. The location of existing utilities across or along the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 10. The contractor shall verify the locations of all boundaries, buildings, ve etation and other pertinent site elements. 11. The contractor shall be responsible for notifying ''MISS UTILITY" 1-800-552--7001 prior to any excavation. 12. All concrete within the public right of watt shall -be at least 3,500 psi. 13. Prior to any construction, Gontractor shall field verify all existing conditions and notify the owner of any discrepancies. GENERAL NOTES I. Areas on which fill is to be placed shall be cleared, grubbed, and stripped of topsoil. Soil materials shall be free of debris, roots, wood scrap material, vegetation, refuse, soft unsound particles and frozen deleterious or objectionable materials. The maximum particle diameter shall be one -half the lift thickness. Maximum particle diameter shall be one -half the lift thickness. Common fill material shall be unclassified soil material with the characteristics required to compact to the soil density specified for the intended location. Backf111 and fill material: A5TM D 2487, classification 6W, 6P, 6M, 6G, SW, 5P, 5M, 5G with a maximum A5TM 04318 liquid limit of 35 maximum ASTM D 4318 plasticity index of 12 and maximum of 25 ppercent by weight passing ASTM D 1140 No. 200 sieve. Select material ASTM D 2487, classification 6W, 6P, 5W, SP with a maximum of 10 percent by weight passing ASTM D 1140 No. 200 sieve. 2. Use select material under buildings and structures; use fill and backfill material under parking areas, roads, sidewalks, and other concrete and paved surfaces; use common fill material for general site grading. Place material in maximum 6" lifts. 3. Gompact layers of fill to c`15 percent by A5TM D 6ci8 beneath pavements and walks including areas that may be used for future construction. In other unpaved areas compact to GIO percent by A5TM D 6 18. If the density of the adjacent soil is more than the density specified, then compact to a density not less than the density of the adjacent soil. 4. The structure tops are to be set after fine ggrading is finished to avoid unnecessary rework. 5. All finished grading seedin and sodding shaTI be done in such a manner to preclude the ponding of the water on the site, articuFarly adjacent % the buildings or storm inlets. 6. All streets outside public rights of way are to be privately owned and maintained. 7. Gontractor is to verify that all utilities i.e. water sewer, gas, electric, telephone, cable, etc., are in place prior to construction of subbase and /or paving. 8. Proposed undergc�round utilities such as electric, telephone, cable and gas, which serve this facility, shall be located with a minimum 5-foot separation from public water mains and sanitary sewer. q. Gut and patch work in existing public streets must be performed in accordance with VDOT and Albemarle county standards and specifications. 10. To the best of our belief and knowledge, there are no known grovesites on the subject property. 11. These plans and profiles and all the new construction with this plan shall be in accordance with the current approved Albemarle county service authority's general water and sewer construction specifications, any amendments thereof and the standards and specifications of VOOT. .r COUN'I'Y i)F ALB1,1NI ALE Dep,irmwnt ot'Coninintilty Development 401 "Vicititire hood, IN01'th Willi' Ch;kriritles %Met Virginia 229112 -4540 !'l,r,nt, (43.1) 2116 -5832 Fax (434) r 7,1412Ci IX1;iy 14, 2312 .10 Higgins. 25,34 Pelt Torrey Road Lyndhurst, pia. 229512 RF: ZMA 2011 -008 Three Notch'd'Getlter TAX MAP 56A3, PARCEL 9 Cesar fvls Higgins: Oti Nlay 2, 2412, the Board of Supervisors approved the aucive referenced ra7zoning Gars the above- rc�iyrer „� d p ar r wl. This approval is inclusive of an ° Hie 1 � l � pp I r rarr a n plan n d akdd January _ C 20 2 and a r7f�r dated January 26 : 2012 both of which are attached. Please refer to these documents is f or any hvure applications and requests on This p "operty. Please be advised that although the Albemarle County Board of Supervisors took action oil the project noted above, no uses oil the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been 'net. This includes - rn H OFFERS' with the APPLlGA7lQN PLAN compliance w N an d PR p with SITE PAN' and a and compliance wttl a l � L approval of a i} , • approvat of a ZONING COMPLIANCE CLEARANCE, If , X ot have questions or comments regarding tn• a ho .�d ac1 tar please do hesitate t� to ,on to contact Ro 1 ? @CC Ragsdale at 296 583 Sincerely, ti ' V. Wayne CI ibiarCJ >-- Di•e_tor of Panning CC iVCitGr1`t1 LL G 90 Stockton Ridge P1 Greenwood Va 22943 Email GO, Tex kNeaver Rebecca (ta<Isrdale, Elise Macke tt File PROFFERS f {tit P it 7?• { X i� 't 0 r w ,e DATE kb 9 tr �f { DATE �¢ 5/6/13 1 r', DATE •r f. X i ,D_ A - �I DRAWING G -3 PLar PROJECT - 0 1 ��� r�m . �tF � • 1 z�OL ,ry t LU r r '\ ,';i •, iy. j.t 'v. �y . t. i 1 t yr ik v 1 t � 4•':. r,,z,l t 11 r � Y 9 f 4 i a 1 tsr 0 r w ,e PROFFERS GENERAL UTILITY NOTES I. Gontact Miss Utility at 1 800 552 7001 48 hours prior to any grading or digging to have underground utilities marked. The contractor shall verify all utility information prior to construction to Include type and sizes of pipe and services to his own satisfaction. 2. All existing utilities shown on this plan have been taken from available records. The contractor is required to dig test pits in advance of trenching in order to determine the exact location and elevation at crossings. If a conflict is discovered, notify NP Engineering at 434 -531 -7387. Prior to beginning installation of utilities, contractor shall verify inverts at all connections with existing! utilities prior to purchasing or ordering any precast structures. d 3. All hro rant locations to be approve by the Albemarle Gounty F re Marshal prior to final approval by the county and are b e installed according to standards. 4. All blasting requirements to install utilities shall require a permit and shall be performed in accordance with the Albemarle Gounty standards and the project specifications. 5. All storm sewer shall be consTructed in accordance with VDOT specifications section 302 and section 240 and as specified on the drawings. 6. The contractor is required to perform all tests required by the Albemarle Gounty Service Authority to secure acceptance of all utilities. 7. All concrete used In utility construction shall be 4000 PSI concrete In accordance with DOT specification section 21a. 8. No plantin s or erection of other obstructions shall be made within ten feet of any fire hydrant. cl. All h dram branches shall have a minimum cover of 3.0'. 10. All u ilities to be placed under existing county streets must be bored or jacked unless specifically approved otherwise or noted on the plans. II. Water meters shall be located in an accessible location and shall not be installed under existing piping or close to other facilities. 12. For utilities installed under roadways and /o r easements lanned for future roadways, backfill, shall be compacted to not less than c15% of maximum density; in accordance with VDOT specifications sections 523.03, 302, 303.10 and 200.02 per P.F.M. 13. Water and sewer utility construction shall be performed in accordance with Albemarle Gounty Service Authority water and sewer construction specifications. 14. A 10 -foot horizontal separation shall be maintained unless otherwise specified between all water lines and sanitary sewer lines in accordance with state health department standards. 6ENERAL WATER AND SEWER GONDITIONS I. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifging the proper service authority officials at the start of the work. 2. The location of existing utilities across trio line of the proposed work are not necessarily shown on the Ions and where shown, are only approximately correct. The contractor shall on his own initiative locate all under grouUlines and structures as necessary. 3. All materials and construction shall comply with general water and sewer construction specifications as adopted by the Albemarle Gounty Service Authority. 4. Datum for all elevations shown in national geodetic curvet. 5. The contractor shall be responsible for notifying "Miss Utirity" (800 - 552 - 7001). 6. All water and sewer pipes shall have a minimum of 3 ft. of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. Q. Gontractor to provide backflow prevention per AG5A requirements. SITE PLAN NOTES I. Existing water line meters are to be abandoned to existing structures and new buildings are to be served by new 3/4" tap. Gontractor is to verify location of lines to be abandoned. 2. All pavinq, drainage related materials and construction methods shall conform to VDOT current specifications and standards 3. Site lightrn is shown on the photometric plan. 4. Portions o� existing sidewalk to be removed and replaced with 3,500 psi concrete. 5. On -site dumpster will have a masonry enclosure which will match the buildingq material. 6. The location of existing utilities across or alonec� the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The, contractor shall on his own initiative locate all underground lines and structures as necessary. 7. The contractor shall verify the locations of all boundaries, buildings and other pertinent site elements. 8. All site draina��e is to be diverted into the stormwater detention facility. cf. Pavement mark(ng color is to be white (except blue markingcp shall supplement white markings for parking spaces for persons with disabilfiies). Origitlat Proffer Aincndment : X PROFFER STATEMENT ZN1A Nl o 2011 .' W 00008 'I'm Niap awl Parcel Nuinbcr() '56A(3) '- 9 Owner(S) cif• ltecurd; Notcit'(1 LLB: Dated[- FrofrerSigaattire: Jarti tiq 26,2012 2.32 acres to be tezotwd froin 111) 4C to PD -SC Notclt cf L1 C,< a Virii Limited Li xbilit Ctnja"y{ is the owner of "l a < v1�tp arid Parcel Number 56A(3) -J . a (the cc o�vnet:, attcf the "Property") wlrlt:h js the suhjt•ct of zoning rrtttp arnertdrnertt application ttunt5rr ZiVtA No. 2011 - (10008, a project kriown as "'I "hrte tNutch "d Canter "(tits: " project"), This Proffer 5t;atenientsl'iall relate to the Application flan entidud " TFIREL NOTChl'D C EN1'Eh., ZMA 207`1,1' - 00003, Af l LfCr'1 "fIC4i`ti PLAN AM1;fivC}x.fa'i'U INCLUDE. AUK) LAUNDRY i.ClCA "f 1C)iV, UA"fiu,U l .,U 2012" Pursuant to Section 3a 3.uf f hc Albemarle County 1sw n � Jttttaie e th e Owners - hu cr 5 voluntarily the r r condttuns listeel rn thts`:prul'ter stutLment, �vhi.,h shall tie upplted to the 1!rctperty i['ttsc eanin� drat let is g •.1 f. t r � 1 d : ' t< e C, ocit iitiem . :' fferad (t. �t �1r i+~ re u�.a G•l econtt stn tt r tt ntl�rec bvAl6sn rrl _ourit�.''i'llcatr 1C s,ire iu tcftl pf 1 ) p t} q e. ackuowlt'd9n that the conditions are reasonable, L The Permitted uses of the property, and/or uses aut'or i zed b y sp ecial u se permit, shall include those u ses allowed by Albem- arle County Cade Section 18- 25.2.2 in effect on 01/23 !2012 , and wt t respect to b Y ri Et uses permitted under County Co de Section n . 18-25,2.1, the :- 1 .0 , a nd -C cross-referenced uses therein shall include 'on1 y those commercial and service established allowed .1 'n Albemarle County Cod e Section 18 -22 { 18,23 , and 18 -24 in effect on the date of rezoning, copies of which are attached hereto, except the following A. Cemeteries: 18- 22.2.1.b3 12-23.2.1.4, 18- 24.2.1,5 B, fire & rescue squad stations' '18.22.2.1.b6, 18- 24.2.1.13 C� Indoortheaters: '18-2221,b%,18-24,21,36 Ct, Libraries, museums. 18-22.21,b12,18-2321.5 E A utomobile service stations 18.22.21.516, 18 - 2 4 .2 .22 F; Automobile, truck repair shop, excluding body shop. 18-22,11,b22,18-24212 G; Hotels, motels and inns 18.24.2.1.20 H. Mobile home and traiter sates: 13- 24.21,23 I. Modular bldg sales; 18- 2421.24 J, Motor vehicle sales, service and rental: "18- 24,2.1.25 K Building material sales: 18- 24.2.1.21 L. Llgfitwarehousing 18- 2412,1.20 M: Machinery and equipment salter service, and rerital:18 -24,2 1 22 N', New Automotive parts sales 1 r3- 24.2.116 OJ Sale of major recreational equipment and vehicles: 18- 24,21,32 1 PROFFERS P. Wholesale distribution, 18- 24,21.39 0. Heating oil sales and distribution. 18- •24,2.1.39 R Indoor athletic facilities: 8- 9,2.2,1 .b24, 18-24-2. 1 42 t,wNLR A Virginia I,imtted't�#b51lf Cf M1111n): Dated ✓t a ,lanuary �tll , BY: 1s:t r �r�5�,ni � t7ber - rtl :ari -age .r 2 PROFFERS 7 W. J-1A attxriiel OMT. 10.032304 l� II� � �I s l� V DATE NP tr �f { DATE zoo 5/6/13 1 r', DATE •r f. X i ,D_ A - .. Z l � O V DRAWING G -3 PLar PROJECT - 0 1 ��� r�m . �tF � • 1 z�OL ,ry t LU r r '\ ,';i •, ;1 �y . t. i 1 t yr ik v 1 PROFFERS GENERAL UTILITY NOTES I. Gontact Miss Utility at 1 800 552 7001 48 hours prior to any grading or digging to have underground utilities marked. The contractor shall verify all utility information prior to construction to Include type and sizes of pipe and services to his own satisfaction. 2. All existing utilities shown on this plan have been taken from available records. The contractor is required to dig test pits in advance of trenching in order to determine the exact location and elevation at crossings. If a conflict is discovered, notify NP Engineering at 434 -531 -7387. Prior to beginning installation of utilities, contractor shall verify inverts at all connections with existing! utilities prior to purchasing or ordering any precast structures. d 3. All hro rant locations to be approve by the Albemarle Gounty F re Marshal prior to final approval by the county and are b e installed according to standards. 4. All blasting requirements to install utilities shall require a permit and shall be performed in accordance with the Albemarle Gounty standards and the project specifications. 5. All storm sewer shall be consTructed in accordance with VDOT specifications section 302 and section 240 and as specified on the drawings. 6. The contractor is required to perform all tests required by the Albemarle Gounty Service Authority to secure acceptance of all utilities. 7. All concrete used In utility construction shall be 4000 PSI concrete In accordance with DOT specification section 21a. 8. No plantin s or erection of other obstructions shall be made within ten feet of any fire hydrant. cl. All h dram branches shall have a minimum cover of 3.0'. 10. All u ilities to be placed under existing county streets must be bored or jacked unless specifically approved otherwise or noted on the plans. II. Water meters shall be located in an accessible location and shall not be installed under existing piping or close to other facilities. 12. For utilities installed under roadways and /o r easements lanned for future roadways, backfill, shall be compacted to not less than c15% of maximum density; in accordance with VDOT specifications sections 523.03, 302, 303.10 and 200.02 per P.F.M. 13. Water and sewer utility construction shall be performed in accordance with Albemarle Gounty Service Authority water and sewer construction specifications. 14. A 10 -foot horizontal separation shall be maintained unless otherwise specified between all water lines and sanitary sewer lines in accordance with state health department standards. 6ENERAL WATER AND SEWER GONDITIONS I. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifging the proper service authority officials at the start of the work. 2. The location of existing utilities across trio line of the proposed work are not necessarily shown on the Ions and where shown, are only approximately correct. The contractor shall on his own initiative locate all under grouUlines and structures as necessary. 3. All materials and construction shall comply with general water and sewer construction specifications as adopted by the Albemarle Gounty Service Authority. 4. Datum for all elevations shown in national geodetic curvet. 5. The contractor shall be responsible for notifying "Miss Utirity" (800 - 552 - 7001). 6. All water and sewer pipes shall have a minimum of 3 ft. of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. Q. Gontractor to provide backflow prevention per AG5A requirements. SITE PLAN NOTES I. Existing water line meters are to be abandoned to existing structures and new buildings are to be served by new 3/4" tap. Gontractor is to verify location of lines to be abandoned. 2. All pavinq, drainage related materials and construction methods shall conform to VDOT current specifications and standards 3. Site lightrn is shown on the photometric plan. 4. Portions o� existing sidewalk to be removed and replaced with 3,500 psi concrete. 5. On -site dumpster will have a masonry enclosure which will match the buildingq material. 6. The location of existing utilities across or alonec� the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The, contractor shall on his own initiative locate all underground lines and structures as necessary. 7. The contractor shall verify the locations of all boundaries, buildings and other pertinent site elements. 8. All site draina��e is to be diverted into the stormwater detention facility. cf. Pavement mark(ng color is to be white (except blue markingcp shall supplement white markings for parking spaces for persons with disabilfiies). Origitlat Proffer Aincndment : X PROFFER STATEMENT ZN1A Nl o 2011 .' W 00008 'I'm Niap awl Parcel Nuinbcr() '56A(3) '- 9 Owner(S) cif• ltecurd; Notcit'(1 LLB: Dated[- FrofrerSigaattire: Jarti tiq 26,2012 2.32 acres to be tezotwd froin 111) 4C to PD -SC Notclt cf L1 C,< a Virii Limited Li xbilit Ctnja"y{ is the owner of "l a < v1�tp arid Parcel Number 56A(3) -J . a (the cc o�vnet:, attcf the "Property") wlrlt:h js the suhjt•ct of zoning rrtttp arnertdrnertt application ttunt5rr ZiVtA No. 2011 - (10008, a project kriown as "'I "hrte tNutch "d Canter "(tits: " project"), This Proffer 5t;atenientsl'iall relate to the Application flan entidud " TFIREL NOTChl'D C EN1'Eh., ZMA 207`1,1' - 00003, Af l LfCr'1 "fIC4i`ti PLAN AM1;fivC}x.fa'i'U INCLUDE. AUK) LAUNDRY i.ClCA "f 1C)iV, UA"fiu,U l .,U 2012" Pursuant to Section 3a 3.uf f hc Albemarle County 1sw n � Jttttaie e th e Owners - hu cr 5 voluntarily the r r condttuns listeel rn thts`:prul'ter stutLment, �vhi.,h shall tie upplted to the 1!rctperty i['ttsc eanin� drat let is g •.1 f. t r � 1 d : ' t< e C, ocit iitiem . :' fferad (t. �t �1r i+~ re u�.a G•l econtt stn tt r tt ntl�rec bvAl6sn rrl _ourit�.''i'llcatr 1C s,ire iu tcftl pf 1 ) p t} q e. ackuowlt'd9n that the conditions are reasonable, L The Permitted uses of the property, and/or uses aut'or i zed b y sp ecial u se permit, shall include those u ses allowed by Albem- arle County Cade Section 18- 25.2.2 in effect on 01/23 !2012 , and wt t respect to b Y ri Et uses permitted under County Co de Section n . 18-25,2.1, the :- 1 .0 , a nd -C cross-referenced uses therein shall include 'on1 y those commercial and service established allowed .1 'n Albemarle County Cod e Section 18 -22 { 18,23 , and 18 -24 in effect on the date of rezoning, copies of which are attached hereto, except the following A. Cemeteries: 18- 22.2.1.b3 12-23.2.1.4, 18- 24.2.1,5 B, fire & rescue squad stations' '18.22.2.1.b6, 18- 24.2.1.13 C� Indoortheaters: '18-2221,b%,18-24,21,36 Ct, Libraries, museums. 18-22.21,b12,18-2321.5 E A utomobile service stations 18.22.21.516, 18 - 2 4 .2 .22 F; Automobile, truck repair shop, excluding body shop. 18-22,11,b22,18-24212 G; Hotels, motels and inns 18.24.2.1.20 H. Mobile home and traiter sates: 13- 24.21,23 I. Modular bldg sales; 18- 2421.24 J, Motor vehicle sales, service and rental: "18- 24,2.1.25 K Building material sales: 18- 24.2.1.21 L. Llgfitwarehousing 18- 2412,1.20 M: Machinery and equipment salter service, and rerital:18 -24,2 1 22 N', New Automotive parts sales 1 r3- 24.2.116 OJ Sale of major recreational equipment and vehicles: 18- 24,21,32 1 PROFFERS P. Wholesale distribution, 18- 24,21.39 0. Heating oil sales and distribution. 18- •24,2.1.39 R Indoor athletic facilities: 8- 9,2.2,1 .b24, 18-24-2. 1 42 t,wNLR A Virginia I,imtted't�#b51lf Cf M1111n): Dated ✓t a ,lanuary �tll , BY: 1s:t r �r�5�,ni � t7ber - rtl :ari -age .r 2 PROFFERS 7 W. J-1A attxriiel OMT. 10.032304 l� II� � �I s l� V DATE NP tr �f a DATE zoo 5/6/13 p / a DATE FILE f. X i ,D_ A - .. Z l � O V DRAWING G -3 PLar PROJECT - 0 1 SHEET NO. z�OL LU '\ ,';i ;1 �y . t. i 1 t yr ik v 1 Y e S.s r,,z,l t 11 r � Y 9 f 4 i a ,u t� x� t !1 w r Cf� C pp �s r `i P• d I m S •emu ., r r � y , I , °� ""�� '1 k' �5r 4'�r : F,.- "�' IY�•dY �i .'R� t ^f hy'.1 . Y a - h m .r PROFFERS GENERAL UTILITY NOTES I. Gontact Miss Utility at 1 800 552 7001 48 hours prior to any grading or digging to have underground utilities marked. The contractor shall verify all utility information prior to construction to Include type and sizes of pipe and services to his own satisfaction. 2. All existing utilities shown on this plan have been taken from available records. The contractor is required to dig test pits in advance of trenching in order to determine the exact location and elevation at crossings. If a conflict is discovered, notify NP Engineering at 434 -531 -7387. Prior to beginning installation of utilities, contractor shall verify inverts at all connections with existing! utilities prior to purchasing or ordering any precast structures. d 3. All hro rant locations to be approve by the Albemarle Gounty F re Marshal prior to final approval by the county and are b e installed according to standards. 4. All blasting requirements to install utilities shall require a permit and shall be performed in accordance with the Albemarle Gounty standards and the project specifications. 5. All storm sewer shall be consTructed in accordance with VDOT specifications section 302 and section 240 and as specified on the drawings. 6. The contractor is required to perform all tests required by the Albemarle Gounty Service Authority to secure acceptance of all utilities. 7. All concrete used In utility construction shall be 4000 PSI concrete In accordance with DOT specification section 21a. 8. No plantin s or erection of other obstructions shall be made within ten feet of any fire hydrant. cl. All h dram branches shall have a minimum cover of 3.0'. 10. All u ilities to be placed under existing county streets must be bored or jacked unless specifically approved otherwise or noted on the plans. II. Water meters shall be located in an accessible location and shall not be installed under existing piping or close to other facilities. 12. For utilities installed under roadways and /o r easements lanned for future roadways, backfill, shall be compacted to not less than c15% of maximum density; in accordance with VDOT specifications sections 523.03, 302, 303.10 and 200.02 per P.F.M. 13. Water and sewer utility construction shall be performed in accordance with Albemarle Gounty Service Authority water and sewer construction specifications. 14. A 10 -foot horizontal separation shall be maintained unless otherwise specified between all water lines and sanitary sewer lines in accordance with state health department standards. 6ENERAL WATER AND SEWER GONDITIONS I. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifging the proper service authority officials at the start of the work. 2. The location of existing utilities across trio line of the proposed work are not necessarily shown on the Ions and where shown, are only approximately correct. The contractor shall on his own initiative locate all under grouUlines and structures as necessary. 3. All materials and construction shall comply with general water and sewer construction specifications as adopted by the Albemarle Gounty Service Authority. 4. Datum for all elevations shown in national geodetic curvet. 5. The contractor shall be responsible for notifying "Miss Utirity" (800 - 552 - 7001). 6. All water and sewer pipes shall have a minimum of 3 ft. of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. Q. Gontractor to provide backflow prevention per AG5A requirements. SITE PLAN NOTES I. Existing water line meters are to be abandoned to existing structures and new buildings are to be served by new 3/4" tap. Gontractor is to verify location of lines to be abandoned. 2. All pavinq, drainage related materials and construction methods shall conform to VDOT current specifications and standards 3. Site lightrn is shown on the photometric plan. 4. Portions o� existing sidewalk to be removed and replaced with 3,500 psi concrete. 5. On -site dumpster will have a masonry enclosure which will match the buildingq material. 6. The location of existing utilities across or alonec� the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The, contractor shall on his own initiative locate all underground lines and structures as necessary. 7. The contractor shall verify the locations of all boundaries, buildings and other pertinent site elements. 8. All site draina��e is to be diverted into the stormwater detention facility. cf. Pavement mark(ng color is to be white (except blue markingcp shall supplement white markings for parking spaces for persons with disabilfiies). Origitlat Proffer Aincndment : X PROFFER STATEMENT ZN1A Nl o 2011 .' W 00008 'I'm Niap awl Parcel Nuinbcr() '56A(3) '- 9 Owner(S) cif• ltecurd; Notcit'(1 LLB: Dated[- FrofrerSigaattire: Jarti tiq 26,2012 2.32 acres to be tezotwd froin 111) 4C to PD -SC Notclt cf L1 C,< a Virii Limited Li xbilit Ctnja"y{ is the owner of "l a < v1�tp arid Parcel Number 56A(3) -J . a (the cc o�vnet:, attcf the "Property") wlrlt:h js the suhjt•ct of zoning rrtttp arnertdrnertt application ttunt5rr ZiVtA No. 2011 - (10008, a project kriown as "'I "hrte tNutch "d Canter "(tits: " project"), This Proffer 5t;atenientsl'iall relate to the Application flan entidud " TFIREL NOTChl'D C EN1'Eh., ZMA 207`1,1' - 00003, Af l LfCr'1 "fIC4i`ti PLAN AM1;fivC}x.fa'i'U INCLUDE. AUK) LAUNDRY i.ClCA "f 1C)iV, UA"fiu,U l .,U 2012" Pursuant to Section 3a 3.uf f hc Albemarle County 1sw n � Jttttaie e th e Owners - hu cr 5 voluntarily the r r condttuns listeel rn thts`:prul'ter stutLment, �vhi.,h shall tie upplted to the 1!rctperty i['ttsc eanin� drat let is g •.1 f. t r � 1 d : ' t< e C, ocit iitiem . :' fferad (t. �t �1r i+~ re u�.a G•l econtt stn tt r tt ntl�rec bvAl6sn rrl _ourit�.''i'llcatr 1C s,ire iu tcftl pf 1 ) p t} q e. ackuowlt'd9n that the conditions are reasonable, L The Permitted uses of the property, and/or uses aut'or i zed b y sp ecial u se permit, shall include those u ses allowed by Albem- arle County Cade Section 18- 25.2.2 in effect on 01/23 !2012 , and wt t respect to b Y ri Et uses permitted under County Co de Section n . 18-25,2.1, the :- 1 .0 , a nd -C cross-referenced uses therein shall include 'on1 y those commercial and service established allowed .1 'n Albemarle County Cod e Section 18 -22 { 18,23 , and 18 -24 in effect on the date of rezoning, copies of which are attached hereto, except the following A. Cemeteries: 18- 22.2.1.b3 12-23.2.1.4, 18- 24.2.1,5 B, fire & rescue squad stations' '18.22.2.1.b6, 18- 24.2.1.13 C� Indoortheaters: '18-2221,b%,18-24,21,36 Ct, Libraries, museums. 18-22.21,b12,18-2321.5 E A utomobile service stations 18.22.21.516, 18 - 2 4 .2 .22 F; Automobile, truck repair shop, excluding body shop. 18-22,11,b22,18-24212 G; Hotels, motels and inns 18.24.2.1.20 H. Mobile home and traiter sates: 13- 24.21,23 I. Modular bldg sales; 18- 2421.24 J, Motor vehicle sales, service and rental: "18- 24,2.1.25 K Building material sales: 18- 24.2.1.21 L. Llgfitwarehousing 18- 2412,1.20 M: Machinery and equipment salter service, and rerital:18 -24,2 1 22 N', New Automotive parts sales 1 r3- 24.2.116 OJ Sale of major recreational equipment and vehicles: 18- 24,21,32 1 PROFFERS P. Wholesale distribution, 18- 24,21.39 0. Heating oil sales and distribution. 18- •24,2.1.39 R Indoor athletic facilities: 8- 9,2.2,1 .b24, 18-24-2. 1 42 t,wNLR A Virginia I,imtted't�#b51lf Cf M1111n): Dated ✓t a ,lanuary �tll , BY: 1s:t r �r�5�,ni � t7ber - rtl :ari -age .r 2 PROFFERS 7 W. J-1A attxriiel OMT. 10.032304 l� II� � �I s l� V DMIONED BY DATE NP 5/6/13 a DATE zoo 5/6/13 D/ � K._ DATE FILE EDIT ,D_ A - .. Z l � O V DRAWING G -3 PLar PROJECT - 0 1 SHEET NO. z�OL LU '\ a m r � a - h m .r DMIONED BY DATE NP 5/6/13 Z JU DATE zoo 5/6/13 D/ � K._ DATE FILE EDIT ,D_ A - .. Z l � O V DRAWING G -3 PLar PROJECT - 0 1 SHEET NO. z�OL LU '\ DMIONED BY DATE NP 5/6/13 DRAM BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT sFROUSE - SCALE 1 DRAWING G -3 PLar PROJECT - 5 OF 11 SHEET NO. ord 4 r / CP STREAM STS � v _ , TMP 56A�- 3 -� Gritical 5pes (Typ.) m � 1 \ w .... _ 4 B ,EIVIARL,E 5 TOR GURRFNT Zi N/NG: L/ er GU�R�NT USA S1sL -.�,�� %O���G� � / , �.• ----•- %' -- �'-- -- /_ � „� ,� ,... `a �GR��4G� 6001 �O �., �, \ \ \ � �,,,,. �,,...�• -' S . _.. .•.r.,..-.......::;. "'.:":' a .++- w+._:r�.«.........r.'.u:... y -- ..^•..,.,� °• —...� _A V ............ _ \ i 0 - -_ $ ------- � $ _, Y r< ' ~0A• \ \ , y.+^•'•. �./'_/^ '*ate • ' • • • 1 �•, ,{ •( -+-- .. .",.'a.. '"""'•.c "b 1 TOP "A DI � •,, �s ��/y/ ,tea' v •� . i •'•-.. �h °�`�'^•„+ `°+..,,,,., ry .,,� ~.•�.., '"°`^• p ��, 1w 653.65 Z - $ TOP \ � `°° -,,, INV 6593 ��y`$ �'"•�„ ,w,,,,.. -- -- . �.. ,� � .°.,,.. `•�`` :.. °a \ \ \ V_1_1 sanitary Sewer to remain. h \ `� \ Manhole to be adjusted to - ., :,.. proposed grades. '' o ` �: • ° \ "3 ` 663.64 saita I� -14 trtManhole w - adjusted to proposed grades ° T 5643 9 \ i \ -6W- R5NT ZONING: PI256 \ 0 AP sewer Idteral to - %� be field locatgd and adjusted as needed.., lot \ f \ f / 1 -1/2 STORY d FRAME IFF 612.510' ... (0 pARKIN& LOT � P —w —� or �' %1 W Wf Iln W Demo concret in this area. --------- -W TE 240 New GG -II entr nce location ---- -w \ U 5 STTaU \ ` � 12 y�terline \i _M M M i 1!16f cry Exlsitng` katermeters in the R/W remain. I >r� Exisit entrance to be Existing WM to will be utilltized for new closed Hith parking blocks building water services. 2 STORY GINDER BLOCK PP 665.50' PARKIN& L DT GAT�N TOP F1-EY °6642.1 Ir+v_EL t �h° _-'- W W \_ 7 TH 56 - 6 7 BB14 VER GREEK HILL CORP. 61IRRENT ZONING: RA GURRENTT 16E. VA614NT/UN29,EVELOPEID ACREAGE 111q 6 146 . :.. OUT V. �. J Nv \ - ,�rcx seslx 1OP E" a 662.qq W �---- M• T NOTNw ID TOR EE izOi /v► 50, �� M w All meter sizes (and adequa to be verified by the AC5A the time of building permit appli k A A A A A A A A Exisitng entrance to be closed with parking blocks DEMOLITION 5GOPE FOR TH15 PLAN. I. Sanitary Sewer lines to remain. Sanitary Sewer Iateral5 serving the existing Structures to remain. Manholes are to remain and tops are to be adju5ted to proposed grades. 2. All utilities to exisitin structures to remain. 3. Entrances along Rte, -240 to be closed a5 per plan. 4. New GG -Il entrance to be installed a5 per plan. 5. Existing gas main and water main taps are to remain to serve future buildings. Water meter sizes to be Sized by AC,5Ak, as needed. M d \< \ IF M Waterline location Information was provided by A05A. Contractor to call Miss Utility for marking and field locate all utility lines prior to construction. Exisltng entrance to be closed with parking blocks GRAPHIC SCALE 1 " =30' 0 30 60 90 j(Z\ n � W lei D. Perkkis GIRT. NO. 032304 40 v v O< 11 t J.1..1 ix wM x Z DESIGNED BY DATE NP 5/6/13 A DATE NP 5/b/13 C4f 0IaV BY DATE PILE EDIT 5PROUSE - SCALE DRANN6 G -4.1 PLOT PROJECT - 4OF I-7 SHEET No. L � � d Q r � d 40 v v O< 11 t J.1..1 ix wM x Z DESIGNED BY DATE NP 5/6/13 DRAWN BY DATE NP 5/b/13 C4f 0IaV BY DATE PILE EDIT 5PROUSE - SCALE DRANN6 G -4.1 PLOT PROJECT - 4OF I-7 SHEET No. Q i C STREAM 01w T PE 16 a >=T v W/ 4'x4' = o / \ Grita %pe5 (Typ.) A Irrv. out 6000 \ ii ............................ ........... ..... N I Gl/RRENT Z N/NG: L / 'A L.F G UR S�eORA �4GRB 6 6 OO/ ro1 1.w Q 675 (075 a�aQQ 6-10 610 c CONTRACTOR TO MATCH EX TINE 6RADEs r � � PRAGTIG LE A5 P0551 DURIN6 THE INSTALLATIOt I OF THE i�V'l I I ENTRANCE Q Q Q� 665 665 AS 660 660 0 +00 1+00 GROSS SEGTION C) NEN GCS -11 ENTRANGE 1 1 1 ( GG -II ENTRANCE, W = 30 U = 25 G = 35 1.w �_z� I ►, I v ' >. �-' - - Strom ��. - ° . FM 56 - 67 , B 30/1 / G X16 15 X0-11 - -- I - -'<:� B A 1/BiC' 6O RP. _ `4° ` °� `` GURRBNT ZONING: RA �.. -2. ' , ► _ :,. GU'RBNT USA: l�4G�NT/1/N1�Bl/BLOPBD 0: 1r --�` _ AGRE146E //. /96 1'c,. y' � ' =- r' -s --------- I Sc Itary -Sewer to remal , H ^;:: w �_g � —� ,Manhole to be adjusted tq Tor 669 01 �� ' s proposed grades. 4cI o blot INV 653b5 _ 5' 5 � °qly Enter" Sign Jhh, '� TMH TOP 66 .q 65393 �_ S 4 -•.- " w 4 V \� r ,,, Q - s. 1 "`'J i s,. ' � l " ,..0 �.� "'° », •°•w°. 4e 'i` "ems >. .. i '+., 1 !Viii �' M � � ". � � ``` ``^.,, •_ �.. ::. ".;; w; ....:� \r � .+, MH.> • TOP 663b4 ..... , .. .. `Sancta Sewer to remain. 1W 65429 `- ' '` Avto Manhole to adjusted to grades. ...... >r, Asa px� 01.n- proposed _ �_ � rah r` �' w�, b, , -- . s � .. ._... -'-✓ .. •.� � ,4..1 .bo �� °�_•. ....r' gars .. c•, 661.6 ,.. ., � '. �'s •:::.: .'•' ,... B EG eAM _ s p \��, :. :.. .... ° bum 5ter A :..... : : : : :. ... \ :... ..;q :.. 4 l ,,A on � Pad � � _ � � � � :.' :. ,.. �. _ R 3' �I .. `� l,.... Imt. Out � �. 'Gar Wash w Only S ewer sign '� : :.. : :.x : :. : : : : : : :. w ` ' :'. °• : : :. : : :.: �• :.ate DY _. r Sewer,laterol to i G6- ,,.... field located—, � ', -� / a �, :•.'� -„_. \ ... and adjusted as needed. G TG1f9A51N ::•;:k P P 9 atlon the , • TOP ELW - 66239 '" �,•Y _ - _ 4 pro os rades int existin GNV 6. = 652 K ades In the parkin area. 3L 4> A r f / 2 STORY 1 -1/2 STORY \ GINDER BLOGK FRAME JJ1 FF 665.50' FF M e -W M $ir r t0 w 6 �te,rline U .5 ST T ROUT 24'0 Existing entrant �-- W to be-utilized.. ante to be reconfigured to �Z y�pter'�Ir�e a 66-11 entrance. IIS> 5GOPE FOR THIS PLAN. I. Sanitary sewer lines to remain. Sanitary sewer laterals serving the existing structures are to be removed. Manholes are to remain and tops are to be adjusted to proposed grades. 2. All utilities to exisiting structures are to be disconnected and removed. 3. Both existingg 5tructures/buildings are to be demolished and removed. 4. Existing utility poles (electric,, telephone) on site are to be removed. Utilities along Route 240 are to be installed underground. 4. Existing sidewalk, entrances, and curbing on the site side of Route 240 are to be demolished and removed and replaced for the new full frontage lane along Route 240. 5. Storm drainage from Route 240 15 to be diverted. Existing lines are to be removed and demolished. 6. Existing gas main and water main taps are to remain to serve future buildings. ear •:;,:. � A -....' - ._...._ ''�� � \ IF -+r' /� HK W w —� M M - ---_"- w -w NOT6,H1D iZO l7 M 6.. y „terline w--�� TI-4i2 1 R/ M/� W � ��� All meter sizes (and adequac4) to be verified by the A65A a the time of building permit application. Waterline location Information was provided by A05A. Contractor to call Miss Utility for marking and field locate all utility lines prior to constructlon. 9 GRAPHIC SCALE 1 " =30' 0 30 60 90 , W. N�oMel D. Per`klns GERT. NO. 052504 �N N lV Q }� m zoo v Q a�aQQ c CONTRACTOR TO MATCH EX TINE 6RADEs r � � PRAGTIG LE A5 P0551 DURIN6 THE INSTALLATIOt I OF THE i�V'l I I ENTRANCE Q Q Q� �_z� I ►, I v ' >. �-' - - Strom ��. - ° . FM 56 - 67 , B 30/1 / G X16 15 X0-11 - -- I - -'<:� B A 1/BiC' 6O RP. _ `4° ` °� `` GURRBNT ZONING: RA �.. -2. ' , ► _ :,. GU'RBNT USA: l�4G�NT/1/N1�Bl/BLOPBD 0: 1r --�` _ AGRE146E //. /96 1'c,. y' � ' =- r' -s --------- I Sc Itary -Sewer to remal , H ^;:: w �_g � —� ,Manhole to be adjusted tq Tor 669 01 �� ' s proposed grades. 4cI o blot INV 653b5 _ 5' 5 � °qly Enter" Sign Jhh, '� TMH TOP 66 .q 65393 �_ S 4 -•.- " w 4 V \� r ,,, Q - s. 1 "`'J i s,. ' � l " ,..0 �.� "'° », •°•w°. 4e 'i` "ems >. .. i '+., 1 !Viii �' M � � ". � � ``` ``^.,, •_ �.. ::. ".;; w; ....:� \r � .+, MH.> • TOP 663b4 ..... , .. .. `Sancta Sewer to remain. 1W 65429 `- ' '` Avto Manhole to adjusted to grades. ...... >r, Asa px� 01.n- proposed _ �_ � rah r` �' w�, b, , -- . s � .. ._... -'-✓ .. •.� � ,4..1 .bo �� °�_•. ....r' gars .. c•, 661.6 ,.. ., � '. �'s •:::.: .'•' ,... B EG eAM _ s p \��, :. :.. .... ° bum 5ter A :..... : : : : :. ... \ :... ..;q :.. 4 l ,,A on � Pad � � _ � � � � :.' :. ,.. �. _ R 3' �I .. `� l,.... Imt. Out � �. 'Gar Wash w Only S ewer sign '� : :.. : :.x : :. : : : : : : :. w ` ' :'. °• : : :. : : :.: �• :.ate DY _. r Sewer,laterol to i G6- ,,.... field located—, � ', -� / a �, :•.'� -„_. \ ... and adjusted as needed. G TG1f9A51N ::•;:k P P 9 atlon the , • TOP ELW - 66239 '" �,•Y _ - _ 4 pro os rades int existin GNV 6. = 652 K ades In the parkin area. 3L 4> A r f / 2 STORY 1 -1/2 STORY \ GINDER BLOGK FRAME JJ1 FF 665.50' FF M e -W M $ir r t0 w 6 �te,rline U .5 ST T ROUT 24'0 Existing entrant �-- W to be-utilized.. ante to be reconfigured to �Z y�pter'�Ir�e a 66-11 entrance. IIS> 5GOPE FOR THIS PLAN. I. Sanitary sewer lines to remain. Sanitary sewer laterals serving the existing structures are to be removed. Manholes are to remain and tops are to be adjusted to proposed grades. 2. All utilities to exisiting structures are to be disconnected and removed. 3. Both existingg 5tructures/buildings are to be demolished and removed. 4. Existing utility poles (electric,, telephone) on site are to be removed. Utilities along Route 240 are to be installed underground. 4. Existing sidewalk, entrances, and curbing on the site side of Route 240 are to be demolished and removed and replaced for the new full frontage lane along Route 240. 5. Storm drainage from Route 240 15 to be diverted. Existing lines are to be removed and demolished. 6. Existing gas main and water main taps are to remain to serve future buildings. ear •:;,:. � A -....' - ._...._ ''�� � \ IF -+r' /� HK W w —� M M - ---_"- w -w NOT6,H1D iZO l7 M 6.. y „terline w--�� TI-4i2 1 R/ M/� W � ��� All meter sizes (and adequac4) to be verified by the A65A a the time of building permit application. Waterline location Information was provided by A05A. Contractor to call Miss Utility for marking and field locate all utility lines prior to constructlon. 9 GRAPHIC SCALE 1 " =30' 0 30 60 90 , W. N�oMel D. Per`klns GERT. NO. 052504 �N N lV Q }� m zoo v �zLU Z C� V _ z n � v O< � O�1 5 DE516NED BY DATE NP 5/6/13 DRANPI BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT 51'ROUSE - SCALE 111 =30' DRAWING G -4.2 PLOT PRO.!£GT — OF 17 SHEET No. Q a�aQQ c r � � Q Q Q� � O�1 5 DE516NED BY DATE NP 5/6/13 DRANPI BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT 51'ROUSE - SCALE 111 =30' DRAWING G -4.2 PLOT PRO.!£GT — OF 17 SHEET No. No. Y44 ,ff I TM 56A3 - 7L, 3EIVIARLE 5TOR•46� El LL C CURRENT ZONING: L / 'ENT 115E 55L 5T6?RA4!: E A6REA6E 6.00/ A6. pB. 3012 PG MI6 0-- S s s MH ---- TOP 66x.07 INV 653.65 20'x 20' Goncrete Dumpster Apron 4 Pad 10'x20' i%npster Screen e 0 wood fence painted white All adjacent property landscaping 15 existing &' Wood Privacy F, Painted white t match building M M STREAM \ S .. ... ... TMP 5(qA- (3) --7 \ /O0, 'stream B --. L)f fer \ ARi3 NOTES FM56 - 67 BE14 VER GREEK MILL CORP. Cl/RRENT .ZONING: R14 CURRENT U5E. 1114C14NT/1JNOE1IEL OPED 146RE146E //. /96 146 . \`J �6 `O . � - - M w/ w w w I. Mechanical equipment shall not be Visible from the entrance corridor. 2. All site plantings of trees and shrubs Shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees sha I I be pruned minimally and on I y to support the overall health of the plant. p GRAPHIC SCALE 1 " =30' 1 / Sim K Nathaniel D. Perkins GERT. N0.032304 IR u S V DESIGNED BY DATE NP 5/6/15 Q DATE NP Z C+EC4 ED BY z FILE EDIT `J V } ScALE (" =30' OL SLOT G -4.3 z m - OF 17 Z tn LW ' Z Lx OL LU �X ~ Z m T � a _ IN m .r DESIGNED BY DATE NP 5/6/15 DRAM BY DATE NP Z C+EC4 ED BY z FILE EDIT `J V } ScALE (" =30' OL SLOT G -4.3 z m - OF 17 S►EIET NO. LW ' Z Lx OL LU �X ~ Z DESIGNED BY DATE NP 5/6/15 DRAM BY DATE NP 5/6/13 C+EC4 ED BY DATE FILE EDIT SPROuSE I — ScALE (" =30' DIRMNS SLOT G -4.3 PROJECT - OF 17 S►EIET NO. LUMINAIRE 5GHEDULE Description Symbol Avg Max Min Max/Min Avg/Mln Initial Three Notch Symbol Label aty Catalog Number Description Lamp File Lumens LLF Watts R 0 LITHONIA LF6/ 20 F(501A (26TRT) 6" OPEN DOWNLIGHT WITH 5PEGULAR ONE 26 -WATT TRIPLE TUBE GOMPAGT LtllO- 5l.les 1800 1.00 2a Orientation Tilt REFLECTOR. FLUORESGENT, Z I R 58x1.6 VERTIGAL BASE -UP 15.0 15.0 0.0 0.0 POSITION. 5373.8 0.0 ANTIQUE E522 EUROTIGUE ONE 15OP -WATT GLEAR 5373.1 O ON-1 2 150135M MED 66F ARGHITEGTURAL EDI7 METAL HALIDE, E-79 I175M -M4 12000 1.00 185 0 5R45G MOUNTED LUMINAIRE WITH 5R450 HORIZONTAL P05. 5g00.7 5372.8 ON EPAX 18 54 3- REFLECTOR, CLEAR 0.0 50.1es 54100.7 3/8TI1 ANBK FLAT GLASS LENS. 4 R 5gO4.3 POLE 15.0 15.0 0.0 2 IE 5TAT15TI G5 DATE Description Symbol Avg Max Min Max/Min Avg/Mln Initial Three Notch 0.3 fc 11.1 fc 0.0 fc N/A N / A Property Llne + 0.0 fc 0.4 fc 0.0 fc N/A N / A 1.7 2. 2.7 2.1 Light Fixture 2 1 2.1 J� P) 1.0 1.0 1.6 2.5 2 1.41 1.1 b.3 b.1 b.0 b.8 1.8 1A 2.1 2.1 2.0 *0A 1.0 2.6 .'1 1. 2.0 b.8 b2 b.l b.0 b.0 b.0 b.0 b.0 b.o b.0 b.0 T.7.0 b.0 b.0 .0 bb b.q 1.0 1.1 1.1 1.3 12 1.5 2.1 2.0 2.1 1A 1.6 bS 2 b.l b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 6.0 b.0 6.0 b.0 b.o b,0 b.0 ' N O b.4 b.6 b.8 1.0 1.1 1.5 2.4 2.8 2.4 1.8 1.5 1.2 1.0 b.5 2 b.1 b.0 b.0 b.0 b.0 b.0 b.0 b.0 t).O b.0 b.0 b.0 b.0 b.0 b.0 b.0 b,0 b.0 ".O b.2 b.4 b.8 1.3 1.6 3.4 2 13.3 b.8 .5 2b b.8 b.4 b2 b.l b.0 b.0 b.0 b.0 1.7.o b.0 b.0 'o.o b.o b.0 tw b.0 b.0 b.0 b.0 b.0 b.0 'b.0 .0 b2 b.6 13 A 3.4 b.o 1 2.7 1.1 b.4 b.l b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 '0 :O b2 1.0 32 2.0 b.o 4 12 .8 2.7 TS b.4 b.l b.o b.0 b.o b.0 b.0 b.0 b.0 b.o 2x.0 b.0 b,0 b.o b.0 b.o b.0 b.o T7.0 b.0 b.o b.0 b.0 0 b.3 1.3 '4.3 -�O 1.0 1.4 .0 b. b.4 S 1.2 .3 1.7 b.4 b.1 b.0 b,0 b.0 b.0 b.0 b.o b.0 b.0 b.0 b.0 6.0 6.0 b.0 b.0 b.0 b.0 27.0 b.0 b.0 b.0 b.0 b.0 0 b2 1.1 .5 "�.5 1. 13 b.l 1.0 b.8 b.-I 3.6 1.4 b.3 b.1 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b,.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 0 b2 b.6 2. 2.4 3.1 .4 to 1.41 2.3 b.8 b b.0 b.0 b.0 tw b.0 b.0 b.0 b.0 b.0 6.0 b.0 b,.0 b.0 b.0 1..7.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 0 ELECTRICAL METER BASE 0 .1 b2 b.6 b.q 1.1 1.1 b.7 1A 2.1 1.1 b.4 b 1 b.0 b.0 b.0 b.0 b.0 T7.0 4x.0 b.0 b.0 b.o b.0 b.0 b.0 b.0 27.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 0 b b.1 b.1 b2 b.2 b2 b2 b.3 b5 b.6 b.6 b.3 b.1 7.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 27.0 b.0 b.0 b.0 b.0 b.:. b.0 b.0 b.0 b.o b.0 b.0 b.0 27.0 T',.t7' ' • w b.0 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 27.0 b.o b.o b.0 b.0 �'. " b.0 b,0 b.o b.0 b.o b.0 b.0 b.0 TJ.o b.0 b.o b.0 b.0 27.0 b.o O C p t7.0 101.0 b.0 f.7.o b.0 b.0 b.0 b.0 2; 0 b.0 tw b.0 b.0 b.o b.0 b.0 b.0 f b.0 b.v b.0 b.�a b.o b.o b.o b.cr ��� b.0 b.0 b.0 b.0 b.o b.0 b.o b.o b.0 b.0 a.0 tw b..7 b.0 b.0 27.0 b.o b.0 b.� b.0 b.0 b.0 b.0 b.o b.0 b.0 Tj'0 b.0 b.0 b.0 1,7.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 t, b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.c b.0 b.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.0 b.o b.0 b.o b.0 27.0 b.0 .0 b.0 b.0 b.0 b.o b.o b.0 6.0 b.0 b 0 13.4' b.0 b.v b.0 b.0 t 0 T.7.0 7.v b.0 b.0 T7.o b.a b.0 b.0 0 b.0 b.0 b.0 b.0 b.0 b.0 15.7' b.0 b.0 b.0 b.0 b.0 b.o b.0 b.o b.o b.0 27.0 b.0 b.0 b.0 b o T7.o J co 12.1' c °'h O ° b b.a t)'o 27.0 b . 6.0 b.0 b.0 b.o b.0 'U <o T'7.0 .0 b b.0 b.0 b.0 b.o 21.0' b.0 T,7.0 b.0 b.0 b:0 b.0 b.0 b.0 b.0 b.0 b.a b.0 b 0 ¢7.0 b.0 CO b r7 b.o 17,G b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 27.0 b.0 b.0 b.o b.0 27.0 b.0 b.0 b.0 b.G b.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o W 2 STORY ° 1 -112 STORY ~ A CINDER BLOCK �.0 b. 10 b.0 b.0 FRAME b.0 b.o b.0 b.o b.0 b.0 b.0 b.0 b.o b.0 b.0 b.0 b.0 F F 665,50' b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 000 b.o b.0 b.o FF 672.90' -.0 *O"D b.0 1), > 34.2' b•o b.0 b.0 b.0 b.0 b.0 ?a.0 b.0 b.o b.0 b.0 b.0 b.0 .0 b.0 b.0 b.0 b.0 b.0 T7.: "� b.0 b.0 b.0 b.0 b.0 b.0 b 0 b.0 b.0 t7.a tw b.o b.o tw b.0 b.0 b.o 6.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 Ta.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 r b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 te0 b.0 b.0 b.o b.0 b.0 b!a b.o 27.0 b.0 b.0 b.0 TJ.O 4.7.0 b.o b.0 b.0 b.0 b.0 b.o T.7.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 SJ, b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 TJ.o b.o b.0 t o b.0 b.0 r gSP'WALT 3� PARKING LOT b.0 27.c7 T.7.v b.0 b.0 b.0 b.0 b.0 b.0 b.0 T•7.0 0.0 b.0 X7.0 b.0 b.0 b.0 !:).a b.0 tw b.o b.0 b.o b.0 b.0 b.0 b.0 �N Tj.O 6.0 b.0 b.0 b.0 b.0 b.0 b.0 T.7.0 6.0 ?-).o b.0 b.0 7.o tw b.0 27.0 b.0 ASPHALT RK LOT b.0 17.0 b.0 P A' 27.0N G 1.7.0 b.o b.0 b.0 b.0 NOTCH ROAD T HREE NOT LUMINAIRE LOGATIONS DATE NP 5/6/13 ORANOd BY DATE NP Z LU GI•E'cICED BY No. Label X Location Y Z MH Orientation Tilt X Alm Y Z I R 58x1.6 53"13.8 15.0 15.0 0.0 0.0 5881.6 5373.8 0.0 2 R 58g7.0 5373.1 15.0 15.0 0.0 0.0 5887.0 5373.1 0.0 3 R 5g00.7 5372.8 15.0 15.0 0.0 0.0 54100.7 5372.8 0.0 4 R 5gO4.3 53722 15.0 15.0 0.0 0.0 54104.3 53722 0.0 5 R 54113.6 5371.4 15.0 15.0 0.0 0.0 54113.6 5371.4 0.0 b R 54130.1 536q.7 15.0 15.0 0.0 0.0 5x30.1 53641.7 0.0 7 R 5838.4 5358.5 15.0 15.0 0.0 0.0 5g38.4 5358.5 0.0 8 R 583'1.0 53462 15.0 15.0 0.0 0.0 5g37.0 53462 0.0 41 R 5g35.6 5333.41 15.0 15.0 0.0 0.0 54135.6 5333.41 0.0 10 R 54124.41 5325.8 15.0 15.0 0.0 0.0 54124A 5325.8 0.0 11 R 54108.5 5328.0 15.0 15.0 0.0 0.0 54108.5 5328.0 0.0 12 R 5880.2 5370.1 15.0 15.0 0.0 0.0 58802 5370.1 0.0 13 R 5888.4 5362.4 15.0 15.0 0.0 0.0 58801.4 5362.4 0.0 14 R 5878.4 5331.4 15.0 15.0 0.0 0.0 5878.4 5331.4 0.0 15 R 5862.7 5333.1 15.0 15.0 0.0 0.0 5862.7 5333.1 0.0 16 R 5853.8 5340.1 15.0 15.0 0.0 0.0 5853.8 5340.1 0.0 17 R 5854.8 5348.6 15.0 15.0 0.0 0.0 5854.8 534q.6 0.0 18 R 5856.1 5358.8 15.0 15.0 0.0 0.0 5856.1 5358.8 0.0 ICI R 5866.5 5364.0 15.0 15.0 0.0 0.0 58665 5364.0 0.0 20 R 5882.0 5362.0 15.0 15.0 0.0 0.0 5882.0 5362.0 0.0 21 ON -1 5g30A 5425.5 20.0 20.0 187.0 0.0 5830.-1 5424.2 0.0 22 ON-1 5860.41 5433.6 20.0 20.0 185.2 O.O 5860.8 5432.4 0.0 U.S. STATE ROUTE 240 50/ RAW Plan Vlew Scale I' = 20' GRAPHIC SCALE 1 " =20' 0 20 40 60 UK by K Nathaniel 0. Perkins GERT. NO. 032304 2g q3lk,-( R � V IR �V l\ V z DESIGNED BY DATE NP 5/6/13 ORANOd BY DATE NP Z LU GI•E'cICED BY Z A EDIT v }< SCALE DRANUN6 PLar mom FROXOT - OF 17 in 0 � LU L Lu Ax << z Q C r � N 4 n m •r DESIGNED BY DATE NP 5/6/13 ORANOd BY DATE NP Z LU GI•E'cICED BY Z _ t K - EDIT v }< SCALE DRANUN6 PLar mom FROXOT - OF 17 51 EET NO. 0 � LU < < Lu Ax << z DESIGNED BY DATE NP 5/6/13 ORANOd BY DATE NP 5/6/13 GI•E'cICED BY DATE FILE EDIT SCALE DRANUN6 PLar G -4.4 FROXOT - OF 17 51 EET NO. r s Z I Z;3 v V >< z �- vo< Ole uj << Lu CD AX �-- << DMI& ED BY DATE NP 5/6/13 Q DATE NP 5/(0/13 CHECKED BY DATE FILE EDIT 5PROU5E - SCALE I " =30' DRAHNG G -5 PLOT PROJECT - e) OF 11 5HEET NO. to Q r � o § Q - n m T Z I Z;3 v V >< z �- vo< Ole uj << Lu CD AX �-- << DMI& ED BY DATE NP 5/6/13 DP464M BY DATE NP 5/(0/13 CHECKED BY DATE FILE EDIT 5PROU5E - SCALE I " =30' DRAHNG G -5 PLOT PROJECT - e) OF 11 5HEET NO. r #/ fV 1 t� 11 TV 561 7 \ �LL43EN14RLE 5$T0RA6E -LL C CURRENT Z'OWA67: L / LAB 301 T'G 96 ._ /4j, 1 ,1 o- ---- -s I-' ---_s 20'x 20' r5eoncrete l •I Ap' on 4 Pad ' \ \ \,IGil 20 /9 �, fen�� ( C \ painted khlte� � = �G /L /Ty ON TNIF 56A317 \ B5 l/5 ,ED FOR TH15 PROUECT `— i FOR ,ER05 /ON CONTROL AND 5TORHHA T ,ER DST ,ENT /ON , -_ STREAM Rte° TMP 56A- (3) --1 \ /oo, \ I eQM E3 f fer, \ .✓ V 1 k - --- - - ---_. - °3p 3.411 \ Vacuum Light fTyFixture M22 • -O r - 0' e er 1 _Easement yp I; Pre5cripitive / Power Easement Itorg of be field loc ted , br ad SP014 --61 Wood Privacen °e / :::: t fbo• = s f i s Painted white to Imo+ f�' = 3 = 40 --- ' match-- bullding _.._- 11 1 ✓ . .... _ ._ _ _ _ _ _ - - .� -12 rte' S 0 s ■ , , ((5opy was submitted with plan). s ,S i Post 4 Gable •6 , s G6R -2 (tw) -- `69. TM 56 - 6 7 BBI4 VER GREEK HILL CORP. CURRENT ZONING: R14 GURRFNT U5E: V14G14NT/UIVD.FIEL 0FEP 146RE146E //.196146. FUTURE GONNEGTION TO ADJAGENT PROPERTY Shared Driveway w/ adjacent parcel subject to joint access agreement as recorded In DB 3647/PG 609 • � FEE m bb✓A L� - GCS► -•1I w. w I WI! � - = _ - -- r ENTRANCE w w -_ � � —w w _ _w _ �' � er "line 4O �5e end` , :� ==!= - - - - - U.S, 5TAT pOUT 2 M ._- H. _- M M NOTE5/5GOPE FOR THIS PLAN. I. All utilities along the frontagqe with Route 240 are to be placed underground. 2. Gontractor to coordinate w(th utility companies the routing, conduit requirements, and meter base locations for gas, telephone, electrical, cable. Contractor to coordinate between civil and architectural drawings. i w �- w--- >� NpTGH'D 501 FRI - , , I , _2a0, (typ. in R,W <� •�21 ENTRANCE Mme''_ M ,Z�M New 10' Sidewalk � Glear Zone anO Ease h1 ong re frontage W Waterline location Information was provided by A05A. Contractor to call Miss Utility for marking and field locate all utility lines prior to construction. w� GRAPHIC SCALE V=30' ' yl � F W. Nathaniel D. Perkins GI=RT. NO. 032304 0 30 60 90 2112 IR �I 20' Drainage NP Easement lot floor . b !f� DB 38031 PG 51 i r� Fes, ►�;'�'t ' "° • C+EC ED BY pre a EDIT w �- w--- >� NpTGH'D 501 FRI - , , I , _2a0, (typ. in R,W <� •�21 ENTRANCE Mme''_ M ,Z�M New 10' Sidewalk � Glear Zone anO Ease h1 ong re frontage W Waterline location Information was provided by A05A. Contractor to call Miss Utility for marking and field locate all utility lines prior to construction. w� GRAPHIC SCALE V=30' ' yl � F W. Nathaniel D. Perkins GI=RT. NO. 032304 0 30 60 90 2112 IR �I DESIONED BY DATE NP 5/6/13 <� DATE NP z C+EC ED BY Z a EDIT V }< SCALE Iu =30' i-� ' PRO.EGT - OF 17 z Z QL UJ < 111 �X < 1q, L m � 4 C r. N - n m a DESIONED BY DATE NP 5/6/13 <� DATE NP z C+EC ED BY Z � � EDIT V }< SCALE Iu =30' i-� ' PRO.EGT - OF 17 z Z QL UJ < 111 �X < 1q, L DESIONED BY DATE NP 5/6/13 DRAWN BY DATE NP 5/6/13 C+EC ED BY DATE FILE EDIT 5PROU5E - SCALE Iu =30' DRAHN6 G -6 PLOT PRO.EGT - OF 17 SHEET No. Ibl-16 Zz k\\ ST-F-WTLW If OUTLE, VDCT-EK-V --VV 4X4'VDOT I Inv. OPA CW9 ENT 76�2NINC7: L 6 z 3, - -36 112 FC q Twma, �s I.-A a 15 � � _ Al f \ �C ?O' x 20 \Apr'on 4 Pad 5 MH (01 :ZA _b4 Inv. CVj',0W.40 Inv. In 1,�W2 I X 20' ter Screen /: AJI/ �6jl Hood Privacy Ppn Painted white to match-buildinq- A— L ----------- V NOTES FOR TH15 PLAN. I. Use existing water line, to main in R/K Water lines to be extended to serve new buildings. New water meter sizes are to be I" a5 per fixture, counts. Water meters are to be placed between the WN and sidewalk. 2. Existing sanitary sewer manholes to be adjusted to grade. 3. Building downspouts to be tied into the new storm drainage system. 5 70-,�H.PrA TER PETENr10N- � CIL/ D ON TMF 56A,317 T0,6E ZJ5,EP FOR TH15 FR62,IEC F FOR ER05ION CONTROL AND 5 70-RHHA 7-ER PF7,-ENRON STREAM (PD/- STRZTLRE Bupp —fZIm Eley = bbO,=&, X - M ')4n E�v =40JJ�� (DI -B; 14-) \\ Box Inv. b TM 56 - 67 BEA VER GREEK HILL 6ORP. CURRENT Z01VIN6.- R14 61IRRENT1151E.- V146148TILINVIEVELOFE19 ACREAC7,E // 196 A6 FUTURE CONNECTION TO ADJAGENT PROPERTY Shared Driveway Pq/ adjacent parcel 5u lJoInt access agreement as recorded In DB Zr to 4--tl/P e 6 609 (copy l was submitted with plan). Post 4 Cable FAJGTWE 5 ENTRANCE (typ. in RAN) GRAPHIC SCALE 4 " =30' 0 30 60 90 I KKI Nat D. Perkkhis G 032304 GERT. NO. Cs 41 10 10 -7 5: DMI&4W BY � I 5/b/13 1< In, DATE NP 2 _j z 0 V:: D t 5PROIJ5E >< SOALE I VRMN6 G--7 PLOT PRO,F:e-T - momIn < in Z X < < U- ri m *T9-1 DMI&4W BY � I 5/b/13 < DATE NP 2 _j z 0 V:: D t 5PROIJ5E >< SOALE I VRMN6 G--7 PLOT PRO,F:e-T - momIn < Z X < < U- DMI&4W BY DATE NP 5/b/13 DRAHN BY DATE NP 5/b/13 ChTX4aD BY DATE FILE EDIT 5PROIJ5E SOALE I VRMN6 G--7 PLOT PRO,F:e-T - O OF 1-7 SHEET NO. 5TORMHA TER DETENT /ON X,. � FA 61L /T>' ON TMF 56A317 / F0, BE l/5819 FOR TH 15 PROJECT /� FOR BR05 /ON CONTROL AND / / 5TORl�'IH ' TBR 1�BTBNT /ON .q.t I� \ \ S 1 . TMP 56A -(3) -- \ -- -T— T7-/ 56A\ 3 - 7 f' \ ' L243EMARLB 5 ;TORA6, El L�LG �\ N/NG: L / CURRBNT Z� GU RBNT U5� SBL.��STOR�G \� 83 �u %"Muum k - -_ 5 °30 X34, ►_� \ \ n j 17 spaces o 9' = 153.0 `� \ 10' q, qaol 18 ` ;l �► 14 spaces o q' = 25' 126 it 4� 4 G -2 \ 0' 20'� .r 4oncreie 4 spaces o q' -° °Nmpster 24' ,Ap' on t Pad " �_ � R = 3' � 12 spaces p � _ \ (typa a, spaces 5 ® s 5 8, q - 108.0 40 , f !� 6 20' S si k 8 spaces • q 72.o, I� x ae s ®q = 54 •` ,.`.- `�'`� '. �:� ��ur�7 `meter 5creen�� ..-. � � ` ( painted yr It - R 38 ®® ®tom (t ) 1 6 ct 0.42' o 2 Second stm y ,-- 6 Wood Privacy i ,en 'e /f s 50.43 Painted white to t, �� d St o __- - - -Y -- G -12 5 st TM 56 - 67 BBA IVBR CREEK HILL CORP. CURRENT ZONING: RA CURRENT U5E VACANT/UNPEVBL OREP AGRBAGE /I. /96 AG. R= \O \� \ O XN- .S% •6 \ \ =1 R = 27.0'x, 7, - - --- u- - RGG1 I NOTGH�17 iz0AD -?L TT - -- _ ENTRANGE -rOREF RAW / 501 ,.: ---- _... _.....�..- i�OUTe 240 U.S. STP�T NO FUTURE CONNECTION TO ADJAGENT PROPERTY Shared Driveway w/ adjacent parcel subject to joint access agreement as recorded in DB 3647/PCG 609 (copy was submitted with plan). 4' Post 4 Gable `O 42' = 25.0' ENTRANGE Waterline location information was provided by AGSA. Contractor to call Miss Utility for marking and field locate all utility lines prror to construction. G6 -6 (typ. in R/W) R = 25.0' 10 GRAPHIC 1 1 30 •! •!' W. Nathaniel Nericinr, GERT. N0.032304 10 Z Lu UJ } < 0 0 Q %J i 0 L � x VM16NED BY DATE NP 5/6/13 a DATE NP 5/b/13 GfEGiCED BY DATE FILE 5PROUSE EDIT - WALE DRAWIMS PLOT G -8 FRO.EGT — OF 17 SHEET No. � � _ a Q I I m m T N a - N m •t � Z Lu UJ } < 0 0 Q %J i 0 L � x VM16NED BY DATE NP 5/6/13 DR )" BY DATE NP 5/b/13 GfEGiCED BY DATE FILE 5PROUSE EDIT - WALE DRAWIMS PLOT G -8 FRO.EGT — OF 17 SHEET No. 685 685 680 680 675 615 670 670 665 665 � qm, 660 660 655 0 i 0�1 1� Elio= Elmo 655 650 650 645 645 640 640 MEN No 0 MENEM 635 MENEM loom fbta No 11 Flail 165M oil oil Mill 635 630 630 625 oll 625 620 620 615 615 mmmmmmm i 610 610 0 +00 1+00 2+00 3+00 4+00 5+00 6 +00 7 +00 8+00 STORM PROF bq5 6q5 6q0 MEN MENEENEENEEN 6q0 685 685 680 680 675 675 670 670 665 665 MEMNON wFig ml� 6qo 6qo 660 1660 685 685 655 1655 680 680 650 650 LU 6-15 6-15 .41000101 C: a 645 645 PL 670 670 640 640 665 665 635 635 660 660 630 1630 655 655 625 625 650 650 620 620 0 +00 1+00 2 +00 3 +00 0+00 1+00 2+00 3+00 SENER STORM SENER FROFILE #2 EX. SANITAR4"r W. Na lel D. Perkk�, GHU. W. 032W4 O� X �� jomi �ry m w a o a _ _ e 13 .qq' ft of 8" PVC. 186.a ' ft o 8" G ®0[25-1%1 STORM Di�� I N�C�� STizUGTUR�s Structure Type Length Top Elev. Inv. Elev. � I ope 661.43 I n = 654.q I #2 MH (DI -3B; 6') - Out = 650.1 - 18" RGP .108.21' - - 3.04515 664.05 I n = 658.40 #2�1 Out = 658.20 - 18" RGP 71.26' - - 2.2455 #2B1 MH (DI -3B; 8') - 664.x5 In = 660.33 _ Out = 660.13 IS" RGP 81.00' - - o.g555 #2B2 MH (D I -3B; 8') - 665.80 Out = 661.10 _ STORM Dfi�� I N,4C�E STRUGTUfi��S Structure Type Length Top � lev. Inv. Elev. Slope #I (OUTLET) vDOT EN-I - - 650.0 - 21 " RGP 70.58' - - 1.00655 #2 MH (DI -3B; 6') - 661.43 Out =65011 I'I�II'�ttI y l\ V DATE NP 5/6/13 <1 DATE NP 5/6/13 Gtr5GIGED BY z0v PILE EDIT V } SCALE DiiANgN6 G -a PLOT PRO.lFGT - �m �z 0 650171 - 21 ° RGP lOa.46' - - 0.5655 #2 -I MH (DI -3B; 6') - 660.36 Out 6 6151 52 - 21 " RGP 160.54' - - 0.5555 # MH (DI -3B; 14') - 8• I Out = 652.61 - m 18" RGP 83.166' - - 2.07255 #4 MH (DI -3B; 8') - 660.26 In = 654.x4 Out = 654.74 - IS" RGP 101.600' - - O.gg455 #5 MH (DI -3B; 6') - 65a.a2 Out 6 655.x5 - 18" RGP 77.873' - - 0.65455 662.20 Out 6 656.66 - 18" RGP 160.255' - - 1.12355 � MH (DI -3B; 6') - 664.27 Out f1660.30 - 685 685 680 680 675 615 670 670 665 665 � qm, 660 660 655 0 i 0�1 1� Elio= Elmo 655 650 650 645 645 640 640 MEN No 0 MENEM 635 MENEM loom fbta No 11 Flail 165M oil oil Mill 635 630 630 625 oll 625 620 620 615 615 mmmmmmm i 610 610 0 +00 1+00 2+00 3+00 4+00 5+00 6 +00 7 +00 8+00 STORM PROF bq5 6q5 6q0 MEN MENEENEENEEN 6q0 685 685 680 680 675 675 670 670 665 665 MEMNON wFig ml� 6qo 6qo 660 1660 685 685 655 1655 680 680 650 650 LU 6-15 6-15 .41000101 C: a 645 645 PL 670 670 640 640 665 665 635 635 660 660 630 1630 655 655 625 625 650 650 620 620 0 +00 1+00 2 +00 3 +00 0+00 1+00 2+00 3+00 SENER STORM SENER FROFILE #2 EX. SANITAR4"r W. Na lel D. Perkk�, GHU. W. 032W4 O� X �� jomi �ry m w a o a _ _ e 13 .qq' ft of 8" PVC. 186.a ' ft o 8" G ®0[25-1%1 STORM Di�� I N�C�� STizUGTUR�s Structure Type Length Top Elev. Inv. Elev. � I ope 661.43 I n = 654.q I #2 MH (DI -3B; 6') - Out = 650.1 - 18" RGP .108.21' - - 3.04515 664.05 I n = 658.40 #2�1 Out = 658.20 - 18" RGP 71.26' - - 2.2455 #2B1 MH (DI -3B; 8') - 664.x5 In = 660.33 _ Out = 660.13 IS" RGP 81.00' - - o.g555 #2B2 MH (D I -3B; 8') - 665.80 Out = 661.10 _ STORM Dfi�� I N,4C�E STRUGTUfi��S Structure Type Length Top � lev. Inv. Elev. Slope #I (OUTLET) vDOT EN-I - - 650.0 - 21 " RGP 70.58' - - 1.00655 #2 MH (DI -3B; 6') - 661.43 Out =65011 I'I�II'�ttI y l\ V DE516NED BY DATE NP 5/6/13 <1 DATE NP 5/6/13 Gtr5GIGED BY z0v PILE EDIT V } SCALE DiiANgN6 G -a PLOT PRO.lFGT - �m �z 0 i m Z �� � II� � I� � CX m r � a DE516NED BY DATE NP 5/6/13 DRAIWV BY DATE NP 5/6/13 Gtr5GIGED BY z0v PILE EDIT V } SCALE DiiANgN6 G -a PLOT PRO.lFGT - �m �z 0 Z �� II� I� � CX DE516NED BY DATE NP 5/6/13 DRAIWV BY DATE NP 5/6/13 Gtr5GIGED BY DATE PILE EDIT SPROUSE - SCALE DiiANgN6 G -a PLOT PRO.lFGT - 120F 1-7 %iEffTNO. GCS -2 CG _6 GRADE ICFHAHGE A aSTREET APPROACH SAME SURFACNVG (RADIUS TO BE AS ( NO FES: SHOWN ON PLANS) AS MAINLINE ROADWAY IEEE NOTE 3) �I 1. WHEN USED N CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ - _ (RADIUS TO BE AS 1. THIS ITEM MAY BE PRECAST OR CAST ITT PLACE. S 3 X 11 SHOWN ON PLANS) BE AAA1S(TED TO MATCH THE MOUNTABLE CURB 2. CONCRETE TO BE CLA33 A3 IF CAST IN PLACE, CG -2 OR CG-5 L _ _ _ _ CONFIGURATION. L ASPHALT PAVEMENT WDENM SHALL HAVE A PAVEMENT, DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.. NOTES 2. SEE ST CG-12 FOR CURB RAMP DESIGN TO BE - - - - F SDLlYA1.K USED WITH THIS ST THI 3. COMBINATION CURB 8 CUTTER HAV,NG A RADIUS PROPOSED PAVEMENT WIDENYNC SURFACE COURSE, UNLESS WAVED 8Y T E. ENGN. a, THIS ITEM MAY BE PRECASI OR CAs r '.N PLACE. 3. MAH.NE PAVEMENT SHW1 BE CONSTRUCTED TO THE CF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL ( FLOW LINE AT TIE-IN LOCATIONS $HALL 'BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE: WITH THE REQUIREMENTS OF SECTION JIM07(a) OF THE R/W LINE [EXCEPT MY SUBGRADE STABILIZATION 2.CONCRETE TO BE CLASS A) IF CAST IN PLACE, - -_ -� SPECIFICATION U6TTER. E ION JOINT 4000 PSl F PRECAST. FOR WIDENING SUBJECT TO TRAFFIC VRGIHIA DEPARTMENT OF TRANSPORTATION 4 . FOR USE WITH DO P OPEN- GRACED OMITTED N THE ENTRANCE.) REVISION DATE a S. CURB HAVIqG LLIU5BE JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE-WIDTH "e" 2'-17' OR AS fW MNNI ROADWAY AND GUTTER SHALL CONSTRUCTED PARALLEL $HALL EXCEPT NOT RE CONSTRUCTED BEYOND THE R/W LINE ACE WILL PAIDDFOR AS RADIALLESS CURB. TO THE SLOPE OF SUBBASE COURSES ENTRANCE NOTES 5. WHEN THE ENTRANCE RA)1 CANNOT ACCOMMODATE THE - D AS MUCH AS 3" Y B REDUCED 4 THE DEPTH OF CURB MAY E E TURNING REQUREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE �/FWFC� OIE�PTH FOR SIDDEEWX OUR RAMPS HE RA 5. ALLOWABLE CRITERIA FGR THE USE OF 10• PARABOLIC CURVE (ENTRANCE ONLY) OS" DEPTH) AT INCREASED 0EU AS MUCH A' WILL f21 DFPiEI IN ORDER IHAi THE BOTTOM OF CURS WILL CO NC.CE SP�TIONOAFLpy,OR CG -6 IS BASED ON ROADWAY CLASSIFICATION a% MAX. CHANGE ® -. U B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW WIrH THE TOP OF COURSE OF THE PA4EMENi SUBS IRUG TUNE ,_ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 4 R OF THE VDOT ROAD DESIGN MANUAL. THE ENTRANCE. DEPTH TMENT 1FBCR TTO 8X MAX. ® SLOPE CHANGE D 7. THE DESIRABLE MD MAXIANM ENTRANCE GR/N CHANGES NT TI,EWPRiOEF'DID 5 BE MAOL A DECREASE R AN D" ARE LISTED IN THE ALLOWABLE ENRRMkE GRADE VALUES ARE NOT APPLICABLE TO STREET TANMECTT"HESE INCREASE IN DEPTH. 4 „_ -I .2" R. _ cn°MERCML ENTRANCE 5. THIS CURB 15 TO BE USED WHEN DESIGN SPEED IS 40 MPH OR, LESS: ON RURAL HIGHWAYS AMU. OR LSS W'DEYELCPED UR6AN AND ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. B- WHEN CGAIIS USED FOR STREET CONNECTIONS iH♦E 0 I SECTION A - A 45 MPH SVDURBAN. AREAS IF THESE UESION SPEEDS ARE CUTTER MAY BE CONSTRUCTED PARALLEL TO THE S! CP`c OF -IT -a - q- tlJ 2'-O" EXCEEDED STANDARD CC -3 �S REQUIRED. B ACROSS 1F M'.NITaUM DEPTH OF 7" ALLOWABLE ENTRANCE GRADE CHANGES 15 MAINTAINED. _ 6" THIS AREA MAY BE CONCRETE .r AT TIFF OPTION OF THE CONTRACTOR 4 ..q. ° • SURFA CE SEE NOTE 4 . o. ....a . ,a q . •'q - .� . BASE SUBBASE r" RADIUS 5" 2VZ, c SURFACE MINI q - MAx • ' q q- L 6DB6ASE 12" IF CURB IS EXTRUDED TW �ECIFC REFERENCE STANDARD 6" CURB 105 VIRGINIA DEPARTMENT OF TRANSFORTATION 2(J1 D1 502 GCS -2 CG _6 SPECIFICATION REFERENC; COMEINATION 6" CURB u GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATIOII �01.U3 G CS -( DUMPSTER PAD & SCREENING FENCE DETAIL i�} 0 20' O O -------------- ■ 4 Bollards 5 "ID Steel concrete filled 1-4 101 101 -� ENCLOSURE Privacy Fence - Dogear Top Wood Painted White to Match Bldg Trim 61 CONCRETE PAD with 6x6, W1.4xW1.4/611 thick w /brush finish sloped to drain front edge flush with asphalt DUMPSTER DETAIL GENERAL MOTE S: -1. THE DETECTABLE- 'NARhING SHALL BE PROVIDED BY TRUNCATED DCIES. 2. DETECTABLE WARNING TO BE CLASS A ' CONCRETE (CLASS A 4 F PR`CASn WITH SLIP FES.SFALIT HIEGRAI SUQFACE COVERING THE FULL NIBIH OF THE .RAMP FLOOR BY 2 FOOT III LENGTH II -1 THE DIRECTION OF PEQEBTRINI TRAVEL, OTi -.ER TYPES OF MATERIAL 'NITH TFE TRUNCATED DOMES DETECTABLE WARNING jAY HE USED WITH THE APPROVAL OF THE ENGINEER. 31 SLOPING 510 S OF CURB RAMP MA;Y BE POURED MONOLITHICALLY WITH RAMP FLOOR OR B( USING PER MISCIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT AUJOINHO FLARED IDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A 9. 5. RECLINED BARS ARE TO BE HO. 5 X 8 PLACED 1 CENTER TO CENTER ALONG' BOTH SIDE OF THE RAMP FLUOR, MID DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Vz 6. CURB / CURB AND CUTTER OT'I IRAN5IHONS ADJACENT TO GURU RAMPS ARE .INCLUDED IN PAYMENT FOR CURB / CURB AVID GUTTER 7 CURB RAMP- ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DREC7ED BY THE ENGINEER, THEY ARE TO BE PROVIDED Af INTER ECTIONS WH_REVER. TI ACCESSIBLE ROUTE WITHIN THE RIGHT OF ,WAY OF , HIGHWAY FAGCIT'Y CROSSES A CURB REGARCL €SS OF '4HETHER SIDEWALK IS EXISTING, . PROPOSED, F' r OR SHOWNIB TEN T. THEY MUST IR LCCABY 4HE EI PEDESTRIAN ROLO HOT AS SHOWN Of! PLAJ15 OR AS DIRECTED, B'fTHE �I,G NEER Af1D I�OOLD NfOT BE LOCATED BEHIND VEHSLE STOP LINES EXISTING LIGHT POLES, FIRE HY0 RAPTTS DROP HLETS, ETC. ACCESSIBLE '.. ROUTES PROVIDE A CONTIhUCUS UNOBSTRUCTED. STA.BEE, F RM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIDLE ELEMENTS OF A FAOLITY THAT CAN BE APPROACHED,ENTEP.ED AND USED BY PEDESTRIANS. B RAMPS MAY BE PL ACED ON RADIAL OR TAA{GENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK MID THAT "THE SLOPE AT THE C5KNECLON CF THE CLRB OPEdNC IS PERPE6IDICU1,AR TO THE CURB. Y. TYPICAL CONCRETE. SIDEWALK IS } THICK. WHEN IHE ENTRANCE RAOICAPINOT ACCOMMODATE THE TURNING REQ1UREIlFHTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO sTANCARD CG 7 COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC )FOR CONCRETE DEPTH. I0. WHEN CURB RAMPS ARE USED IN CON.,UNG710H WITH A SHARED USE PATH, SHAH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH GG -12 I YP r E A PERPENDICULAR '..� - �`tflpl 12.4 MAX TYPE B PARALLEL 1 y I � a g' "rNt ACC AT K , 2." HIGHER THAN. A` EDGE OF PAVEMENF AT ,K;% , CAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 1 1 " TRLN11ATED COME C -C O O COO 0 0 0 0 0 0 Q 0 J 0 0 0 0 0 O 0 U.O.G 6 0 0 000s7aoowvo_7 a Gs" o 0 0 o00oo I'D 000 000Z 60% E37 OF BASE DtAJETER 0 0 0 0 0 0 0 0 0 0 0 0 C, 0 0 a TOP UTAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE 11111T 5 PAY Y LU1IT - rRUNCATED DOME . DETECTABLE WARiVING i DETAIL DETAIL SHEET 1. -0F # CC,-12 DETECTABLE WARNING SURFACE SNEFEEI,E' REV. 11.5 GENERAL NOTES 105 VIRGINIA DEPARTMENT OF TRANSPORTATION G6 -12 cc -n 1 GRADE ICFHAHGE A aSTREET APPROACH SAME SURFACNVG (RADIUS TO BE AS ( NO FES: SHOWN ON PLANS) AS MAINLINE ROADWAY IEEE NOTE 3) �I 1. WHEN USED N CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ - _ (RADIUS TO BE AS 1. THIS ITEM MAY BE PRECAST OR CAST ITT PLACE. S 3 X 11 SHOWN ON PLANS) BE AAA1S(TED TO MATCH THE MOUNTABLE CURB 2. CONCRETE TO BE CLA33 A3 IF CAST IN PLACE, CG -2 OR CG-5 L _ _ _ _ CONFIGURATION. L ASPHALT PAVEMENT WDENM SHALL HAVE A PAVEMENT, DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.. 3000 PSI IF PRECAST. 2. SEE ST CG-12 FOR CURB RAMP DESIGN TO BE - - - - F SDLlYA1.K USED WITH THIS ST THI 3. COMBINATION CURB 8 CUTTER HAV,NG A RADIUS PROPOSED PAVEMENT WIDENYNC SURFACE COURSE, UNLESS WAVED 8Y T E. ENGN. ppT'pN,L UNPAVED SPACE 3. MAH.NE PAVEMENT SHW1 BE CONSTRUCTED TO THE CF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL ( FLOW LINE AT TIE-IN LOCATIONS $HALL 'BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE: WITH THE REQUIREMENTS OF SECTION JIM07(a) OF THE R/W LINE [EXCEPT MY SUBGRADE STABILIZATION BE PAID FOR AS RADIAL COMBINATION CURB U - -_ -� SPECIFICATION U6TTER. E ION JOINT i FOR WIDENING SUBJECT TO TRAFFIC VRGIHIA DEPARTMENT OF TRANSPORTATION 4 . FOR USE WITH DO P OPEN- GRACED OMITTED N THE ENTRANCE.) REVISION DATE a DRAINACE LAYER, THE BOTTOM OF THE CLRB JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE-WIDTH "e" 2'-17' OR AS fW MNNI ROADWAY AND GUTTER SHALL CONSTRUCTED PARALLEL $HALL EXCEPT NOT RE CONSTRUCTED BEYOND THE R/W LINE SHOWN ON TYPICAL SECTION. A-.] TO THE SLOPE OF SUBBASE COURSES ENTRANCE NOTES 5. WHEN THE ENTRANCE RA)1 CANNOT ACCOMMODATE THE AND TO THE DE P7H OF THE PAVEMENT. TURNING REQUREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE �/FWFC� OIE�PTH FOR SIDDEEWX OUR RAMPS HE RA 5. ALLOWABLE CRITERIA FGR THE USE OF 10• PARABOLIC CURVE (ENTRANCE ONLY) INCREASED TO 7". (SEE SP�TIONOAFLpy,OR CG -6 IS BASED ON ROADWAY CLASSIFICATION a% MAX. CHANGE ® -. U B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW AND DESIGN SPEED AS SHCYAN ITT APPENDIX A ,_ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 4 R OF THE VDOT ROAD DESIGN MANUAL. THE ENTRANCE. 8X MAX. ® SLOPE CHANGE D 7. THE DESIRABLE MD MAXIANM ENTRANCE GR/N CHANGES _� 0 D" ARE LISTED IN THE ALLOWABLE ENRRMkE GRADE VALUES ARE NOT APPLICABLE TO STREET TANMECTT"HESE f cn°MERCML ENTRANCE INTERSECTION NOTES ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. B- WHEN CGAIIS USED FOR STREET CONNECTIONS iH♦E 0 THE BOTTOM OF THE CURB AND SECTION A - A OF THE VDOT ROAD DESIGN MANUAL, INCLLIONG STOPPING SIGHT DISTANCE ANND K VALUE REQUIREMENTS. CUTTER MAY BE CONSTRUCTED PARALLEL TO THE S! CP`c OF -IT tlJ 2'-O" SUBBASE COURSES PROVIDED A B ACROSS 1F M'.NITaUM DEPTH OF 7" ALLOWABLE ENTRANCE GRADE CHANGES 15 MAINTAINED. _ n THIS AREA MAY BE CONCRETE .r AT TIFF OPTION OF THE CONTRACTOR SPECIFICATION REFERENC; COMEINATION 6" CURB u GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATIOII �01.U3 G CS -( DUMPSTER PAD & SCREENING FENCE DETAIL i�} 0 20' O O -------------- ■ 4 Bollards 5 "ID Steel concrete filled 1-4 101 101 -� ENCLOSURE Privacy Fence - Dogear Top Wood Painted White to Match Bldg Trim 61 CONCRETE PAD with 6x6, W1.4xW1.4/611 thick w /brush finish sloped to drain front edge flush with asphalt DUMPSTER DETAIL GENERAL MOTE S: -1. THE DETECTABLE- 'NARhING SHALL BE PROVIDED BY TRUNCATED DCIES. 2. DETECTABLE WARNING TO BE CLASS A ' CONCRETE (CLASS A 4 F PR`CASn WITH SLIP FES.SFALIT HIEGRAI SUQFACE COVERING THE FULL NIBIH OF THE .RAMP FLOOR BY 2 FOOT III LENGTH II -1 THE DIRECTION OF PEQEBTRINI TRAVEL, OTi -.ER TYPES OF MATERIAL 'NITH TFE TRUNCATED DOMES DETECTABLE WARNING jAY HE USED WITH THE APPROVAL OF THE ENGINEER. 31 SLOPING 510 S OF CURB RAMP MA;Y BE POURED MONOLITHICALLY WITH RAMP FLOOR OR B( USING PER MISCIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT AUJOINHO FLARED IDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A 9. 5. RECLINED BARS ARE TO BE HO. 5 X 8 PLACED 1 CENTER TO CENTER ALONG' BOTH SIDE OF THE RAMP FLUOR, MID DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Vz 6. CURB / CURB AND CUTTER OT'I IRAN5IHONS ADJACENT TO GURU RAMPS ARE .INCLUDED IN PAYMENT FOR CURB / CURB AVID GUTTER 7 CURB RAMP- ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DREC7ED BY THE ENGINEER, THEY ARE TO BE PROVIDED Af INTER ECTIONS WH_REVER. TI ACCESSIBLE ROUTE WITHIN THE RIGHT OF ,WAY OF , HIGHWAY FAGCIT'Y CROSSES A CURB REGARCL €SS OF '4HETHER SIDEWALK IS EXISTING, . PROPOSED, F' r OR SHOWNIB TEN T. THEY MUST IR LCCABY 4HE EI PEDESTRIAN ROLO HOT AS SHOWN Of! PLAJ15 OR AS DIRECTED, B'fTHE �I,G NEER Af1D I�OOLD NfOT BE LOCATED BEHIND VEHSLE STOP LINES EXISTING LIGHT POLES, FIRE HY0 RAPTTS DROP HLETS, ETC. ACCESSIBLE '.. ROUTES PROVIDE A CONTIhUCUS UNOBSTRUCTED. STA.BEE, F RM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIDLE ELEMENTS OF A FAOLITY THAT CAN BE APPROACHED,ENTEP.ED AND USED BY PEDESTRIANS. B RAMPS MAY BE PL ACED ON RADIAL OR TAA{GENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK MID THAT "THE SLOPE AT THE C5KNECLON CF THE CLRB OPEdNC IS PERPE6IDICU1,AR TO THE CURB. Y. TYPICAL CONCRETE. SIDEWALK IS } THICK. WHEN IHE ENTRANCE RAOICAPINOT ACCOMMODATE THE TURNING REQ1UREIlFHTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO sTANCARD CG 7 COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC )FOR CONCRETE DEPTH. I0. WHEN CURB RAMPS ARE USED IN CON.,UNG710H WITH A SHARED USE PATH, SHAH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH GG -12 I YP r E A PERPENDICULAR '..� - �`tflpl 12.4 MAX TYPE B PARALLEL 1 y I � a g' "rNt ACC AT K , 2." HIGHER THAN. A` EDGE OF PAVEMENF AT ,K;% , CAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 1 1 " TRLN11ATED COME C -C O O COO 0 0 0 0 0 0 Q 0 J 0 0 0 0 0 O 0 U.O.G 6 0 0 000s7aoowvo_7 a Gs" o 0 0 o00oo I'D 000 000Z 60% E37 OF BASE DtAJETER 0 0 0 0 0 0 0 0 0 0 0 0 C, 0 0 a TOP UTAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE 11111T 5 PAY Y LU1IT - rRUNCATED DOME . DETECTABLE WARiVING i DETAIL DETAIL SHEET 1. -0F # CC,-12 DETECTABLE WARNING SURFACE SNEFEEI,E' REV. 11.5 GENERAL NOTES 105 VIRGINIA DEPARTMENT OF TRANSPORTATION G6 -12 cc -n 1 GRADE ICFHAHGE A aSTREET APPROACH SAME SURFACNVG (RADIUS TO BE AS ( GENERAL NOTES SHOWN ON PLANS) AS MAINLINE ROADWAY IEEE NOTE 3) �I 1. WHEN USED N CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ - _ (RADIUS TO BE AS OR CG-7 THE CURB FACE ON THIS STANDARD IS TO S 3 X 11 SHOWN ON PLANS) BE AAA1S(TED TO MATCH THE MOUNTABLE CURB ' CG -2 OR CG-5 L _ _ _ _ CONFIGURATION. L ASPHALT PAVEMENT WDENM SHALL HAVE A PAVEMENT, DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.. 6 2. SEE ST CG-12 FOR CURB RAMP DESIGN TO BE - - - - F SDLlYA1.K USED WITH THIS ST THI IS(SEE PROPOSED PAVEMENT WIDENYNC SURFACE COURSE, UNLESS WAVED 8Y T E. ENGN. ppT'pN,L UNPAVED SPACE 3. MAH.NE PAVEMENT SHW1 BE CONSTRUCTED TO THE - - - - ( FLOW LINE AT TIE-IN LOCATIONS $HALL 'BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE: WITH THE REQUIREMENTS OF SECTION JIM07(a) OF THE R/W LINE [EXCEPT MY SUBGRADE STABILIZATION D°T - -_ -� SPECIFICATION REQUIRED FOR MAIHI.NE PAVEMENT WHICH CAN BE E ION JOINT i FOR WIDENING SUBJECT TO TRAFFIC VRGIHIA DEPARTMENT OF TRANSPORTATION EXPANSION OMITTED N THE ENTRANCE.) REVISION DATE a JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE-WIDTH "e" 2'-17' OR AS fW MNNI ROADWAY $HALL EXCEPT NOT RE CONSTRUCTED BEYOND THE R/W LINE SHOWN ON TYPICAL SECTION. A-.] VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RA)1 CANNOT ACCOMMODATE THE $ TURNING REQUREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE �/FWFC� OIE�PTH FOR SIDDEEWX OUR RAMPS HE RA 10• PARABOLIC CURVE (ENTRANCE ONLY) INCREASED TO 7". (SEE SP�TIONOAFLpy,OR a% MAX. CHANGE ® -. U B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW ,_ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - '- - ` - - - - - - - NOTE 7) THE ENTRANCE. 8X MAX. ® SLOPE CHANGE D 7. THE DESIRABLE MD MAXIANM ENTRANCE GR/N CHANGES _� 0 D" ARE LISTED IN THE ALLOWABLE ENRRMkE GRADE VALUES ARE NOT APPLICABLE TO STREET TANMECTT"HESE 5 cn°MERCML ENTRANCE INTERSECTION NOTES ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. B- WHEN CGAIIS USED FOR STREET CONNECTIONS iH♦E 0 M h�l'ETO IO LIC' ( M)D TrO AN Q�U ENTS SECTION A - A OF THE VDOT ROAD DESIGN MANUAL, INCLLIONG STOPPING SIGHT DISTANCE ANND K VALUE REQUIREMENTS. 0. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A -IT PORTION OF GLITTER TO PROVIDE POSITIVE DRAINAGE LITTER TO P B ACROSS 1F ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 CONCRETE SECTION C -C ENTRANCE VOLUME GRADE ICFHAHGE DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MED MEDIUM 500 -13M VPD S 3 X 11 LOW LESS THAN 500 VPD S B X ix NOTE- ALLOWABLE ENTRANCE GRACE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS eEi�ICF METHOD OF TREATMENT ROAD A EMIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 G(5- WP -2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 "... EDGE OF EXISING: PAVEMENT (AS DETERMINED W FELD) TACT( COAT THE PROPOSED -. CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE- PROPOSED SUBBASE - - - - - -^ -- - - - -- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE. EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1,%2 INCH THICK ASPHALT SURFACE COURSE (SEE. NOTE 5) x MNIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE. NOTE 3) NOTES: L ASPHALT PAVEMENT WDENM SHALL HAVE A PAVEMENT, DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.. 2. THE .PAVEMENT DESIGN FOR .'ASPHALT .PAVEMENT WIDENING SHALL MEET OR .EXCEED THE DEPTHS AND TYPES OF.. THE LAYERS OF EXISTING PAVEMENT. V T 3. A MHMUM OF THREE CORES SHN_L BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF E %ISTNG PAVEMENT LAYERS, THESE CORES SHALL 8E SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHAI.I. BE MILLED A MWNl1M DEPTH -OF 1 % INCHES AND REPLACED WITH AN ASPHµ:T SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENYNC SURFACE COURSE, UNLESS WAVED 8Y T E. ENGN. 5 REQUIRE DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE. PAVEMENT CROSS -SLOPE AND EFGINEER AYRFACE E:LLING. lJ, EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHAH BE RESTORED SUBJECT TO THE .APPROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TE-N SHAT CONFORM TO THE REQUIREMENTS OF SECTION 311 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS $HALL 'BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE: WITH THE REQUIREMENTS OF SECTION JIM07(a) OF THE SPECIFICATIONS. D°T SPECIFICATION ASPHALT PAVEMENT WIDENING ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC VRGIHIA DEPARTMENT OF TRANSPORTATION 316 SHEET 1 OF 1 REVISION DATE 303,02 DUMP5TER DETAIL NOTES I. Dump5ter 5creeninc� i5 to be 6' wood fence painted white to match building. 2. See Architectural drawings for elevations. WP -2 Fi' 4" - 4,000 P51 GONGRETE - 4" - VDOT #21 A BASESTONE GOMPAGTED SUBGRADE GBR =10 TO BE FIELD VERIFIED BY GONTRAGTOR DUMPSTER PAD I$ TYP I GAL S I DENA K L DETAIL I II 11 e 6 o.c. 14 wide I dee Construction Joints to b / p Expansion Joints to be 50' o.c. or less Light broom finish TYP I GAL 2" 5M -12.5 surface mix 1N/ prime coat binder 8" - VDOT #21A BA5E5TONE GOMPAGTED 5UBC�RADE GBR =10 TO BE FIELD VERIFIED "L I (5HT DUTY" PAVEMENT SECTION (ALL PARK I NCB SPADES) T)"P I GAL 2" 5M -12.5 surface mix 3" BM -25.0 intermediate mix 8" - VDOT #21A BASE5TONE GOMPAGTED SUBGRADE GBR =10 TO BE FIELD VERIFIED "HEAVY DUTY" PAVEMENT SEGTION (ALL TRAVELWAYS) PAVEMENT 5EGTION ALONG RTE 240 TO BE VERIFIED BY VOOT I I y • ♦ • ♦ : , •4 • • 2" 5M -12.5 surface mix 3" BM -25.0 intermediate mix 8" - VDOT #21A BASESTONE GOMPAGTED 5UB6RADE ',- GBR =10 TO BE FIELD VERIFIED TYPICAL R -O -VII PAVEMENT SEGTION (ALONG RTE. 240) TYPICAL GURB 5EGTION RTE 240 RM RM To be behind EX. EX. PROP. I Back of curb EA5T50UND WE5T50UND WE5TBOUND (' min. LANE LANE LANE MILL If MA) ROAD � OVERLAY ADJACENT LANE C6 -6 PAVEMENT 5ECTION PER DETAIL (TO BE GONFIRMED BY VDOT) W. Nathaniel D. Perkins GERT. NO. 032304 I L V l DESIGNED BY DAR£ Z LLI 5/b/13 Q DATE NP 5/6/13 CHECKED BY DATE FILE EDIT 5 FROU15E _ SCALE I III =5O' DRAWING Y_ PROJECT - LU M SHEET NO. N Q p� z $ W r � in _ n In .r DESIGNED BY DAR£ Z LLI 5/b/13 DRANN BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT 5 FROU15E _ SCALE I III =5O' DRAWING Y_ PROJECT - LU M SHEET NO. --I <X DESIGNED BY DAR£ NP 5/b/13 DRANN BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT 5 FROU15E _ SCALE I III =5O' DRAWING G -10 PLOT PROJECT - 3 OF 17 SHEET NO. Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra'�' is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimtun 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 951% of maximum density at +1- 2% of Optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooded forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the tone of activation. Backfilling Should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra unit shall conform to ASTM specification 0891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra'� units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and /or damage to the Filterra� envirolunental device. G. Each Filterrao unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. 'Phis may be achieved through gutter flow or through the tree grate. 06'28;'05 Activation WWW, fllterraxoffi Toll Free: (866) 349 -3455 A. Activation of the Filterrag unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra� inlet protection and subsequent clean out cost. This process cannot corntnence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of constriction materials contaminating the Filterra�t system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed Filterra* unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of I year. The cost of this service is to be included in the price of each FilterrafV unit. Extended maintenance contracts are available at extra cost upon request. B. Annual maintenance consists of a maximum of (2) scheduled visits. 'Ihe visits are scheduled seasonally; the spring visit aims to clean up after winter loads including salts and sands. 'the fall visit helps the system by removing excessive leaf litter. C. Each maintenance visit consists of the following tasks. 1. Filterra�' unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which coastitute(s) an integral part of the bioretention technology. 06/28105 www. f5lterraxonn Toll Free: (866) 349 -3458 lA L �J 6 � W I I--- 6„ SDR -35 PVC COUPLING / CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) TREE FRAME & GRATE CAST IN TOP SLAB TOP SLAB INTERLOCKING JOINT (TYP) 0- 0 CO 0 N I 7> Z I I I ' ' II I I I I I I : I II I I II I i I I ' ' I II � II PLAN VIEW INLET SHAPING (BY OTHERS) A 4 CURB (BY OTHERS) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST GALVANIZED CAST IN (NOT SHOWN TOP SLAB FOR CLARITY) ANGLE NOSING t CURB AND GUTTER 00 � (BY OTHERS) STREET MULCH PROVIDED BY AMERICAST J UNDERDRAIN STONE PROVIDED BY AMERICAST If ll 'I ll 11 11 Ir II :I DOWEL BARS I 11 =11 II :II II II ll 71= 11- II•- II -11- •II- 1111.. III -1 C O FILTER MEDIA PROVIDED BY AMERICAST 1-11= •11 =11 =1R 11 -11-1: 11= 1_1= N= 11 =.II =. X11= II =.1_I -1P=� PERFORATED UNDERDRAIN SYSTEM O BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0" 4' -0" (1) 3x3 4" SDR -35 PVC 8 x 4 8' -0" 4' -0" (1) 30 4" SDR -35 PVC 8 x 6 8' -0" 6' -0" (1) 4x4 4" SDR -35 PVC 10 x 6 10' -0" 6' -0" (1) 4x4 6" SDR -35 PVC 12 x 4 12' -0" 4' -0" (2) 30 4" SDR -35 PVC 12 x 6 12' -0" 6' -0" (2) 4x4 6" SDR -35 PVC 13 x 7 13' -0" 7' -0" (2) 4x4 6" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 09 -04 -07 7 DWG: FTNW -3 IV PRECAST FILTERRA® UNIT �fl R v NARROW WIDTH CONFIGURATION US PAT 6,277,274 Copyright 8 2007 by America t AND 6,569,321 STORM SEWER COMPS. FOR PS. 6EFG PROJECT NAME: THREE NOTCH'D CENTER CURB INLET FILTERRA O�pD�OaO IALBEMARLE DESIGNER: CROWNED FLUME RAIN FALL IN. /HR. RUNOFF CFS TOWARDS FILTERRA THROAT LENGTH FT. SLOPE FT /FT 9�°�adQQOQQd LLLLLL LLLLL CAPA- CITY C.F.S. VEL- OCITY F.P.S. TOP SLAB (TYP) PRECAST NOTES INCRE- MENT FILTERRA UPPER END LOWER END PLAN VIEW SW= a(12VV) Se ft /ft= Sx +SVVEo STANDARD TRANSITION FROM ELEV 'A' MUST P Effect Length L LT CURB AND STANDARD TO BE HIGHER E #16 h ft GUTTER DEPRESSED (TYP) GUTTER (TYP) THAN ELEV 'B' d h Qb Carry- Over oft SLOPE FILTERRA THROAT CURB INLET THROAT - GUTTER 1 6 0.20 FLOW GUTTER 0.17 0.17 FLOW 6.70 1 1.15 DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET 658.50 160.25 THROAT OPENING (TYP) FLOWLINE ELEV 'A' FLOWLINE ELIll 18.00 12.06 ELEVATION VIEW 37.15 5.62 INTERLOCKING FILTERRA UNIT - STORMWATER 5 1 0.13 JOINT (TYP) c0 STRUCTURE 0.11 0.28 SEE BELOW FOR DETAILS NOT SHOWN 6.30 1.75 -10 656.15 1 77.97 OUTLET PIPE N F (BY OTHERS) CONNECT 18.00 1 9.20 ¢ TO STORM DRAIN z •,� •• 19.41 5.94 .� , . 4 0.16 EFFLUENT PERFORATED INVERT OUT STORMWATER 0.12 0.40 UNDERDRAIN SYSTEM (3, -6 ") STRUCTURE 6.30 2.51 BY AMERICAST EFFLUENT IN 654.94 101.60 (MUST BE LOWER) 18.00 11.34 CROSS SECTION 19.66 6.27 MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED 3 0.30 BY WRITTEN AUTHORIZATION FROM FILTERRA 0.26 0.65 Q d d'• Act DATE: 07 -07 -06 DWG: FLP -2 654.74 652.81 93.17 • d,a 18.00 16.37 CAST -IN -PLACE d 12.15 Q LA%1I�Li�S ��LJ LJ® FILTERRA® TYPICAL FLOWLINE 2 1.01 AND THROAT OPENING Copyrightf�2D07byAmaiast AND OULET PIPE RELATIONSHIP (BY CONTRACTOR) 6.10 9.04 + THROAT PROTECTION DEVICE •I �. 650.91 US PAT 6,277,274 -.1 I. #4 DOWEL BARS ® 12° O.C, BY AMERICAST "� 'I I:.• .. DO NOT REMOVE - LEAVE 21.00 13.62 IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR r. i J •'. STABILIZED AND FILTERRA AND 6,569,321 7.21 PRIOR TO INSTALLATION OF FIELD POURED GUTTER 1I': "; 15 ACTIVATED STORM SEWER COMPS. FOR PS. 6EFG PROJECT NAME: THREE NOTCH'D CENTER FLUME - SLOPED IALBEMARLE DESIGNER: CROWNED FLUME RAIN FALL IN. /HR. RUNOFF CFS TOWARDS FILTERRA THROAT LENGTH FT. SLOPE FT /FT PRECAST FILTERRA CAPA- CITY C.F.S. VEL- OCITY F.P.S. TOP SLAB (TYP) PRECAST NOTES INCRE- MENT FILTERRA UPPER END LOWER END FILTERRA THROAT TOP SLAB CURB SW= a(12VV) Se ft /ft= Sx +SVVEo c: • • ' - 'H:'�.;. OPENING (TYP) - <K�•f,..i.,.>: 4 -6" FILTERRA . i *;•'.�,':.,,r, ``mac ..', `., '.i +`t %`•�' :�.` :,•}`;" +. .. • n THROAT OPENING P Effect Length L LT .rti,.:j4: »; :'_ �';L:,'ti:v,'.ri Via.: �.•; E #16 h ft -b" OPENING •? r i d h Qb Carry- Over oft 4 -6. OPENIN CAST -IN -PLACE FLUME & GUTTER 1 6 0.20 (SLOPED TOWARD 0.17 0.17 PRECAST i; DOWEL FILTERRA THROAT) 6.70 1 1.15 FILTERRA CAST -IN -PLACE ;` (TYP) DOWEL 658.50 160.25 BOX WALL FLUME & GUTTER PRECAST :;, 18.00 12.06 (TYP) (CROWNED AND SLOPED FILTERRA 37.15 5.62 TOWARD FILTERRA THROATS) BOX WALL 5 1 0.13 SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS 0.11 0.28 SEE BELOW FOR DETAILS NOT SHOWN 6.30 1.75 STANDARD 90' NOSING 656.15 1 77.97 (OTHER NOSING AVAILABLE 18.00 1 9.20 UPON REQUEST) 19.41 5.94 �, •; PRECAST 4 0.16 ' '•:•' TOP SLAB 0.12 0.40 4 -6" CLEAR THROAT ' =� 6.30 2.51 OPENING , , •.' 654.94 101.60 0.0099 18.00 11.34 d 19.66 6.27 4 3 0.30 °4 .a a 0.26 0.65 Q d d'• Act 6.10 3.99 654.74 652.81 93.17 • d,a 18.00 16.37 CAST -IN -PLACE d 12.15 6.47 DEPRESSED GUTTER 2 1.01 AND THROAT OPENING 0.83 1.48 (BY CONTRACTOR) 6.10 9.04 + THROAT PROTECTION DEVICE •I �. 650.91 270.00 -.1 I. #4 DOWEL BARS ® 12° O.C, BY AMERICAST "� 'I I:.• .. DO NOT REMOVE - LEAVE 21.00 13.62 IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR r. i J •'. STABILIZED AND FILTERRA 44.48 7.21 PRIOR TO INSTALLATION OF FIELD POURED GUTTER 1I': "; 15 ACTIVATED 054 0.00 .,. a; LJ .. 0.0200 0.0208 PRECAST BOX WALL 2.00 0.78 IMPORTANT 4.00 1.00 FILTERRA FLOWLINE MUST 0.145 0.17 BE AT A HIGHER 1.15 1,00 SECTION VIEW ELEVATION THAN BYPASS 2A 0.17 FLOWLINE INLET OR 0.13 0.13 STANDARD FILTERRA THROAT OPENING OTHER) 6.70 0.90 MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED 659.96 81.00 BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. 18.00 13.50 4.34 DATE: 02 -27 -06 DWG: CGT -4 2A 2 0.23 0.90 fi bra 1 0.34 FILTERRAO THROAT OPENING 6.30 2.17 AND GUTTER OR FLUME DETAIL 654.91 159.511 0.0304 Copyright 2007 by Ameticdet 19.84 US PAT 6,277,274 AND 6,569,321 21.60 5.67 STORM SEWER COMPS. FOR PS. 6EFG PROJECT NAME: THREE NOTCH'D CENTER COUNTY OF: IALBEMARLE DESIGNER: INP ROAD NAME ROAD STA. INLET TYPE RUNOFF COEFF. C CA INLET TIME MINUTES RAIN FALL IN. /HR. RUNOFF CFS 38 -6 LENGTH FT. SLOPE FT /FT 3B -6 CAPA- CITY C.F.S. VEL- OCITY F.P.S. 3B -6 NOTES INCRE- MENT 38 -8 UPPER END LOWER END 3B -14 SW= a(12VV) Se ft /ft= Sx +SVVEo LT(ft) 15 P Effect Length L LT 3B -6 E #16 h ft 3B -8 d h Qb Carry- Over oft T Spread @ Sag ft 36 -6 5 0��00000' 0' 00 FROM POINT TO POINT DRAIN. AREA I.R. ACRES RUNOFF COEFF. C CA INLET TIME MINUTES RAIN FALL IN. /HR. RUNOFF CFS INVERT ELEVATIONS LENGTH FT. SLOPE FT /FT DIA. IN. CAPA- CITY C.F.S. VEL- OCITY F.P.S. FLOW TIME SEC. NOTES INCRE- MENT ACCUM- JULATED UPPER END LOWER END a SW= a(12VV) Se ft /ft= Sx +SVVEo LT(ft) 15 P Effect Length L LT I d ft E #16 h ft Q Inter. cfs d h Qb Carry- Over oft T Spread @ Sag ft 7 1 6 0.20 0.85 0.17 0.17 5 6.70 1 1.15 660.30 658.50 160.25 0.0112 18.00 12.06 4.31 37.15 5.62 6 5 1 0.13 0.79 0.11 0.28 1 6 6.30 1.75 656.66 656.15 1 77.97 0.0065 18.00 1 9.20 4.02 19.41 5.94 5 4 0.16 0.77 0.12 0.40 6 6.30 2.51 655.95 654.94 101.60 0.0099 18.00 11.34 5.17 19.66 6.27 4 3 0.30 0.85 0.26 0.65 7 6.10 3.99 654.74 652.81 93.17 0.0207 18.00 16.37 7.67 12.15 6.47 3 2 1.01 0.82 0.83 1.48 7 6.10 9.04 652.61 650.91 270.00 0.0063 21.00 13.62 6.07 44.48 7.21 4.0 054 0.00 0.54 0.0200 0.0208 2.56 2.00 0.78 0.0833 4.00 1.00 3.50 0.145 0.17 5.20 1.15 1,00 28 2A 0.17 0.77 0.13 0.13 5 6.70 0.90 661.10 659.96 81.00 0.0141 18.00 13.50 4.34 18.66 5.31 2A 2 0.23 0.90 0.21 1 0.34 1 6 6.30 2.17 659.76 654.91 159.511 0.0304 18.00 19.84 7.38 21.60 5.67 0.30 0.85 025 4.0 1.02 0 f)0 1.02 0.0200 0.0208 3.80 2.00 0.53 0.0833 4.00 0.95 3.50 0.146 2 1 0.07 0.90 0.07 1.89 7 6.10 1 11.54 1 650.71 1 650.00 70.58 1 0.0101 1 21.00 1 17.21 1 7.69 9.18 0.00 THREE NOTCH'D CENTER STORM INLET CALCULATIONS Inlet # Type Length ft Sta. Drain. Area (Ac.) C CA CA I in /hr Q INCR cis Q Carry- Over cis QT Gutter Flow ols S Gutter Slope Sx Cross Slope T (Spread) W ft W/T SW ft /ft SVV Sic Eo (# 10) a SW= a(12VV) Se ft /ft= Sx +SVVEo LT(ft) 15 P Effect Length L LT I d ft E #16 h ft Q Inter. cfs d h Qb Carry- Over oft T Spread @ Sag ft Q a Z aa Z r � 2 3B 6 0.07 0.90 0.07 4.0 026 0.00 0.26 0.0200 0.0208 1.92 2.00 1.04 0.0833 4.00 1.00 3.50 0.146 0.17 3.90 1.54 1.00 0.26 0.00 a 2A 313 8 0.23 0.90 021 4.0 0.84 0.00 0.84 0.0200 0.0208 5.11 2.00 039 0.0833 4.00 0338 3.50 0.146 0.15 6.80 1.18 1.00 0.84 0.00 26 3B b 1 0,17 0.77 0.13 4.0 054 0.00 0.54 0.0200 0.0208 2.56 2.00 0.78 0.0833 4.00 1.00 3.50 0.145 0.17 5.20 1.15 1,00 0.54 0.00 3 313 14 1.01 0.82 0 F3 4.0 331 0 (�0 3.31 0.0200 0.0208 7.46 2.00 027 0.0833 4.00 0.72 3.50 0,146 0.13 1330 1.05 1.00 331 0.00 4 313 8 0.30 0.85 025 4.0 1.02 0 f)0 1.02 0.0200 0.0208 3.80 2.00 0.53 0.0833 4.00 0.95 3.50 0.146 0.16 7.00 1.14 1.00 1.02 0.00 5 3B 6 0.16 0.77 0.12 4.0 1 0.48 0.00 0.48 0.0200 0.0208 3.86 2.00 0.52 0.0833 4.00 0.95 3.50 0.146 0.16 5.20 1.15 1.00 0.48 0.00 6 3B 6 0.13 0.79 0.11 4.0 0.42 0.00 0.42 0.0200 0.0208 2.10 2.00 0.95 0.0833 4.00 1.00 3.50 0.146 0.17 4.80 125 1.00 0.42 0.00 7 3B 6 0.20 0335 0.17 4.0 0.69 0.00 0.69 0.0200 0,0208 3.34 2.00 0.60 0.0833 4.00 0.99 3.50 0.146 0.16 5.90 1.02 1.00 0.69 0.00 it W. Nathaniel D. Perkins CERT. NO. 032304 A l A9 l� t Q U"', 5 V L ids V v }� OL v O LJ < 'aC LW Y_ LU i X VM16NED BY DATE NP 5/6/13 Q DATE NP 5/6/13 GI'5GKED BY DATE Q EDIT 5PROU5E - SCALE DRAf^IIN6 G -10.1 PLOT PROJECT - O 17 SHEET NO. N Q a Z aa Z r � a ids V v }� OL v O LJ < 'aC LW Y_ LU i X VM16NED BY DATE NP 5/6/13 DRANW BY DATE NP 5/6/13 GI'5GKED BY DATE FILE EDIT 5PROU5E - SCALE DRAf^IIN6 G -10.1 PLOT PROJECT - O 17 SHEET NO. ti ) t� . t Y� 5. TH 56A3 7 'i T Zq /NG: L C URRBN N / �RNT U5 SQL S ORG' D.B 3012 RG g6 V-"r- 0- S \% 0- \ }. V r` 'A (4) bella t r Aid 4 r, oncreie � Cumpster (1) Red Maple Ap' on 4 Pad I I //tgyll aod fen, painted 'w4Ti' ' s t All adjacent ,� .. property landscaping ,` y 15 existing f ' E : 5-1- Precripltiv ,i Power Easement be field loc ted f -- - -, 61 Wood Privacy ten °E r� Painted white to match-building I -vtc-1 6b .x`4/1 STOi5�M�TER DBTB/�7 /6 \ �G /L /D' ON THP 5614517 \ To BB U5EIJ FOR T1-/ 15 PROJBG T --- — I FOR BR05 108 CONTROL AND 5TORMHA TBR DBTBNT /ON Llg FIx ure (8) Red Maple I;z 11z klQQ116creen 25' O.G. (28) Abella l � i ' ®® (4) Abelia 5 \ \ -__ --- REAM \\ 00, S\ eam B \ --- t) f f er \ e q� I (5) Zelkova =tea, I7 storg°f ,�Z Pace s X000 A. PIZ R - wN cared �Vv 3LL =� t - ENTRANCE w w --- - 4 ---�w- w �i line ,.,-- _ - - OUTS 240 _ = -GS _ rJ,t -': -- - - � U.5. STT M vo 12 Waterltrile Pis 1 704:10 • IN GG- 0 0 0 Three Not(Wd center arY BOTA16G L X E CACHMON RME CARM Ow 0 platti� RBaA�cy � AfiE Lhs LARGE 84MDE 7RI�5 486 LF (mhus sntrmaes) 4W.AW = 8 046 - 18 La Tress min 35' cal. Corridor cI "s 14 MJWA remotes *ow Yaee Eras Yeses Z*IM 35r Gal. 545 443 61202 Interior Pa•k„g LLc�� Shade Troe/10 spaces 150 spaces I5 Iq Mod. Shade Pa�lctg arses trees shall be HEDIUM TREEra �w� I Ornarantol 2.5' Can. at this of planthg 24 AGER n&W /Alum Pura' M" KALE RB7 MAPLE 225' Gd. 540 234 AR8 realgburA^ged 5lrlp on adJacsnt Not roVW by C.ocb but 35' Strip approx. 100' 4 80' 1001M - 3 80/9:5 =5 Told Of 8 to allow �b s de of - othw Wop" tr side ORWINAL,REE. aPpr'ox r p h rscorcbd East travelway 5 4RIRIlri Wrashm FORIU LEAP FIA1 2' Gal 540 M3 15 Ealtwo 5" 1076 Tree Gimpy for eormie aor S1 ites Site Areas to 101mahe IIM - 10,104 of Garlopy exce Approx. 10,750 e4 which woods to area. 5GR8?016 I of ExZoods req Wvments Sign Area 5 Ilex Opma AMOVIN! "Ou Y WA 545 6q 30 ladsigi Plarittge Per Ig( Permit. MEM g-Wal n 6WW MEUA 30' 3' 00 14 1,764 r PLAA ] M in VVM rJW XW AA;FA Wr& I 140Q °d 51te Area Code "lrenant Frontage or Area R-V"d Total Provided Comments Enti -are Lhs 1 Lq Shade Troomw Parallel to EC 486 LF (mhus sntrmaes) 4W.AW = 8 046 - 18 La Tress min 35' cal. Corridor cI "s � TW— FI� PROXOT - 486/40 a 10 z h6d. Troes min 25 Gal. Parkhg Areas Interior Pa•k„g LLc�� Shade Troe/10 spaces 150 spaces I5 Iq Mod. Shade Pa�lctg arses trees shall be 5firube 36' mh 5' O.G- �w� I Ornarantol 2.5' Can. at this of planthg ' QX 10 Evergreen trees 6cceede Nementa Evsrg�ssrrkanthg 4'-5' O.G. AR8 realgburA^ged 5lrlp on adJacsnt Not roVW by C.ocb but 35' Strip approx. 100' 4 80' 1001M - 3 80/9:5 =5 Told Of 8 to allow �b s de of - othw Wop" tr side vse op aPpr'ox r p h rscorcbd East travelway Tree Canopy Ealtwo 5" 1076 Tree Gimpy for eormie aor S1 ites Site Areas to 101mahe IIM - 10,104 of Garlopy exce Approx. 10,750 e4 which woods to area. of ExZoods req Wvments Sign Area At" at WA Area m q0 of WA Per slgn permit Pknthge I to bs peremwb. ladsigi Plarittge Per Ig( Permit. 1 Abelia \s Area Or "W" site aeaxtea Per V2.-I.9.9 (G/ TIM 56 - 67 BBA IER CRBBK MLL CORP. CURRENT ZONING: R14 CURR,ENT U5,E. 1/f4C14NTIVNTB1/BL OREP ,46REAC7,E II.Ig6 AC. /--(4) Red Maple s 0) Z.e(Ikova (8� Abelia \ (tyi) �- -MR 77 20' Drainage Easement 55051 PG 51 WW _ ----- . 1.tOTG 'D 'ROAD M� _Ee 50 — m New tree Ilse Tree Protection Fencing Existing trees to be protected FUTURE CONNECTION TO ADJACENT PROPERTY shared Driveway w/ adjacent parcel subject to joint access agreement as recorded In DB 3647/PG 609 (copy was submitted with plan). 4 Gable 0 Landscaping provided along the east side of the shared driveway per JIoint access agreement as recorded in DS 36471P6 609 (copy was submitted with plan). / (3) Zelkova �on9 5R '2,,40- (typ. in WIN) C16-11 ENTR/4NCE M M� New 10' 5idewalk, �• Glear Zone and Ease on1`��g frontage A RB NOTES I. Mechanical equipment shall not be visible from the entrance corridor. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and on l y to support the overall health of the plant. p GRAPHIC SCALE 1 " =30' 0 30 60 90 K Nathanlel INrkins CERT. NO. 032304 4, V DESIGNED BY DATE NP 5/6/13 A DATE Z 5/6/13 CIzC4aV BY DATE v EDIT SPROU5E I - S*G''`LE I" =30' DRAhgNS QL PROXOT - z SWIFT NO. LW �w� ' QX Q m r tr d DESIGNED BY DATE NP 5/6/13 z DATE Z 5/6/13 CIzC4aV BY DATE v EDIT SPROU5E I - S*G''`LE I" =30' DRAhgNS QL PROXOT - z SWIFT NO. LW �w� ' QX DESIGNED BY DATE NP 5/6/13 DRAM BY DATE NP 5/6/13 CIzC4aV BY DATE FILE EDIT SPROU5E I - S*G''`LE I" =30' DRAhgNS G -I I PLAT PROXOT - OF 17 SWIFT NO. STOCKI �OILMI SERIES Small Luminaires C 5 ES22ST GCSG SIII( :IFI CAT IONS CONSTRUCTION The luminaire consists of a cast alumi- num ballast housing and spun aluminum reflector housing, seal - welded together for a one -piece unit. The lens choices are flat glass, sag glass, acrylic half sphere, or acrylic drop globe. All hardware is stain- less steel. INSTALLATION The top of the luminaire mounts to a Eurotique arm plumbizer. The 4" dianl- eterarm is recommended. The globe is gasketed arid mounted on an aluminum ring which is hinged to the reflector housing and furnished with a captive screw for easy relamping. The reflector shall pivot and be secured with a cap- tive screw for easy access to the ballast assembly. The ballast and socket assem- bly is furnished with a quick-disconnect plug and moults on a removable ballast plate. OPTICS The luminaire utilizes an internal, anod- ized and segmented reflector with socket for horizontal lamp. Reflectors are available in four different distributions and are interchangeable. Lurnmaire is furnished with an H.I.D. ballast assern- bly. The luminaire is UL and CUL listed and labeled as suitable for wet locations. Sockets are glazed porcelain, medium base, with a copper alloy nickel- plated screw shell and center contact. Ballasts are core and coil, high power factor, regulating type. FINISH The luminaire has a powder coat finish utilizing a premium TGIC polyester powder. The finish is a three -stage process which consists of drying, powder application arid curing. Before coating, the parts are treated with a five -stage pretreatment process, consisting of a heated alkaline cleaner, rinse, phosphate coating, rinse and sealant. IEUROTiQUE° Architectural Lighting 201 I -B W Rundbel _cna • Ausfln IX 78788 g q, , . �h. 800 410 8 )) fax (612)977-9622 P ( ) w w - I<teslreellamlas tom Acuity Lighting G,ocp, Inc. ESZ2 -1 SITE FIXTURE DETAIL THREE TIMES BALL DIAMETER STOC.KIHOIL[A S(r1RIES Small Luminaires EI. KOTIQ[,.IEArchiteauralLighting EAD4 /1 one ESzz WITH LENS CHOICE EAD4 /2 two ANDG Dclrk Crean ANVG wmia Grew, claw,,. aases ANPP Prmo Pautta'1 22°., a °.N 2rw w °•�, CS OLtan,;akcf oat eck. Pole Series Height Finish 15`1, 17.5 "h 21n, 24.59, 3- 3/81`11 (standard) PROXOT - EPAX 10 ANBK Black ,. N AND8 DarkBonze 3.375 "O.D.xB "High Tenon ES22ST GCF E522ST GCSG y ✓ / Al -inurn 16 ANVG Verde Glean Eurotique Arm EAL4) ES225TACHS CS ;,oi.rn Se eat • ES22ST ACD Shoff Type RAL [,- MpfrrlME S4 4 "dla.31,af1 Options Tenon Rsc�ptad�s FRINDLY 3- 3/8T11 Standard Te..n - Hacpol2 Holders 3 -318T8 Tenonror Alm EAL4 (eee ACCersorlte ceoHcnln fre Of0 Tenon far Arrn EAK4 to catalog or contact Antl,.lua ., nMr�n 3beal Lamps) ° DOTES: 1. For finl9t s((;aa'h"catrcru ant color.Priem sea Finish anion h, 1.11111.19 .r .q_ _ - .. ..............._...__.._._._. -ARM MOUNT ANCHORAGE GUIDE 7' L Internal Tenon - OTO (Required for Eurotique Arm 4 Cast alundrum for connection to ann EAK4, furnished s with (8) setscrews) QUICK- DISCONNECT PLUGS e �p BALLAST HOUSING 4� Cast aluminum 7" Dia. - -- ( Base BALLAST ASSEMBLY Bolt Circle -- 2" x 4" Handhole Mounted on removable al,unluurn plate }� Xir Handhole _ (2) Socket Hd. screws --- -PORCELAIN SOCKET - Cast Alum. Two- _ Medium base Piece Base Cover -� 1 - -- REFLECTOR HOUSING SKIRT - _,_____---REFLECTOR Aluntim,m Screws - FULL CUTOFF REFLECTOR ~ - Anodized and segmented I� -10.5 O - -- - - -- --FIAT OR SAG GLASS LENS levelin height 9 9 3(4 "0 x 24" Hot-Dip Galvanized Anchor Bolts er 4 le ( P Po ) ACRYLIC HALF SPHERE OR DROP GLOBE ANTIC) UE Street Lant ;:OI l B W. Rundccs u o, •A_srirt 1X 78758 •st.wrr turns r An ererd, Mounted ou hinged alumhmnl ring will. captive screw Nate: dgrno Is not Pumi. ° <i,e, J v�i'n the L.'minnire. ES22ST 1175 M MED _... GCF SR2 TB1 _ SF pp7gg es ge /lvnp arts Material sir u on o age oils 1 in ' ES22ST rJ tflID< GCF -I rl ar t SR2 ieo DW - TBI 1 0 r HS Fouro S3. d :dd ANBK Blc.k 50M MED GCSG to CI ar ru SR3 E5D•t,aa n TB22xv.,d SF S ule, Fusrg ANDS Dc.l ere »a 70M MED ACHSA y'.cirouul.]stare, SR4SC IESOt: ion I TB321GVat OF Dr.,U.N, ing ANDG Do,?G,oe„ 100fvl MED ACDArnrc.C1e E;rcp Glue SR5S IESDUrkuton j TM 277 vat ANPP Pans Ported ISOM MED 347347von CM Ccaornmctcn CS CW> Inla,act High P.,v ae: n RP1 Cplora 35S MED 50S MED NO._5 OS ED 7 M 1 h. Ih t F 1- t I( GOJ kr GJ 1 1 1! 7d 1 L A C u7 Fr 7 + C ) - c '�MZ,r tit. ?[, E Street �,1mps -. 100SMED 1605 MED 2f'�Sh�a�Je rC11 t hdzfb n '.>s e..�. 11 .i�,(Ij(. J roremn u,d core ..p acs eau ru u,. .>ur a . -ur .J c, cot I., tAol, •M� y. , v SITS FIXTURE SET TRUNK PLUMB RUBBER H05E SECURED WITH WIRE OR APPROVED TREE TIES DOUBLE STRAND WITE ATTACHED TO END OF STRIPS (NOT AROUND TREE)OR APPROVED TREE TIES TWO WOOD STAKES SET 180 DE6REE5 APART STAKE ONLY IN WINDY LOCATIONS - ALLOW FOR NATURAL SWAY OF MULCH 4' OF COMPACTED EARTH SAUCER (NOTE, IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) FINISHED GRADE TILL EXISTIN6 501L REMOVE BURLAP FROM TOP 1/31 OF ROOT BALL UNDISTURBED SOIL TREE PLANTING DETAIL DETAIL 2 LANDSGAPE PLANTINO NOTES E( R_QTt;al. E- ART:1S EAD Series . 4" dia. Arras & Wall Bracket 4'1 IT - -all 3rack't"'aunt", Plate (6); /:t`0 Holt, .- I• 22. r.._ EAD4W8 Btli l Ctinlg D4 /1 Si a °° rti" EA I ' V tai EAD4 2 SPFCIFICATIOINS CONSTRUCTION The arms and wall bracket shall be one-piece construction. The round tubing arms shall be welded to a center spool and plumbizer housing. For the wall bracket, the arm shall be welded to a flat wall plate. All weld- Ina shall be per ANSI /AWS D1.2. All welders shall be certified. MATERIALS The finials, plumb housing and swivel nipple shall be cast alunlinuni. The arm, center spool, arm spools and wall bracket mounting plate shall be aluminum. All hardware shall be stainless steel. All exterior hardware Ilia be tamper resistant. INSTALLATION The arms shall slip -fit a 3.375" O.U. x n" post top tenon and attach with (6) socket set screws. Matching Eurotique poles shall be 4" diameter or 4 "/ G.G 3 "diameter. -The center finial and arm finial shall be remov- able. The wall bracket shall have six 1/2" dia, holes for mounting to the wall. (Bracket mounting hardware furnished by others. 2" x 3" vertical junction boxrecommended) Both arms and wall bracket shall have a plumbizer housing for luminaire mounting. Optional twist -lock photocontrol Installed at center spool top instead of finial. For finish specifications and color options, zee "Finish" section in catalog. ORIDRUNG INTORN1ATI01\1 C1r tf.eboldf°ce 0 grcr a I o hot Lxr9 sNa yo[rnaads cndwrtet co ins pr-+c GdcRa Arse EAD4W9 ANBK EAD4WB ^ne ANBK P'a•:k EAD4 /1 one ANDB DUIKBicnLe EAD4 /2 two ANDG Dclrk Crean ANVG wmia Grew, claw,,. aases ANPP Prmo Pautta'1 GME CKED BY CM Gallen ^.'rficn FILE CS OLtan,;akcf oat eck. PER raE @U;r �� 2oceW la orgy PEI rrntz n,vt«1.HxxccclrulA261z,UJ PE3 h,EMAi st1 kFh Yrcnlrc1947V PE4N 1ATwIt -LC KPhoi.ccnirol :33d P E 7 NEMAT' iLO kPh,tr .,rf,01277V NOTES 1. F fx 57 sF Gen ens nr t 111.1 c frn,a 2 Bvk o.7 1a . harac.nf erne. ovuuore rum w11-ekof. ANTIQUE Street LamL7s '4011 _9 Ao, 40I I-0 M NMYao"Ids CWI"y W R2 rrdb:f Id, -A urn, TX78763 Fh .SI) 971` PA4a Fir '517 )77 41)7 vAVw.an.i I usir =odrun,.5,_om SITE FIXTURE E3RAG<ET DETAIL EA -7 I. The planting layout shall be consistent with the layout shown on Sheet II. 2. Planting shall be limited to the period between September 15 to November 15, or March 15 to May 30. Landscapping shall be seeded and ]anted during the f ir5t period fol lowing completion of site development. p g p 3. The landscape plantings shall follow the planting schedule. 4. The contractor 5ha I I warrant that a minimum of 100% of a l l plantings shall nr survive fora period of one year followin planting complet on. p y gp 5. The contractor shall furnish nursery crown plants conforming to ANSI Z60.I, with health y shall roots stems developed by transplanting or root pruning. Trees and shrubs be we I I shaped, f u I I t branched, healthy, vigorous stock free from disease, insects, larvae and defects such as knots, sun scald, injuries, abrasions and disfigurements. 6. Nursery Stock shall come f rom a local nursery or be adapted to Iota growing conditions and be guaranteed by the nursery as such. -7. The contractor shall clean the topsoil of roots, 5od5, 5tone5, clay lumps, and other extraneous materials harmful to plant growth. f PLUMB 15HE0 GRADE OF MULCH COMPACTED EARTH UGER (NOTE: IN PLANTING D5, ELIMINATE THE MPACTED EARTH SAUCER D GOVER ALL BEDS WITH OF MULCH, MINIMUM STING GRADE L EXI5TIN65 SOIL REMOVE BURLAP FROM TOP 11-3 OF ROOT BALL, ROUGHEN ROOT BALL FOR CONTAINER GROWN 5TOGK SHRUB PLANTING DETAIL HAOTIQUE" AILUIIiVdINUIIM POLES 4 "0 • 10' - 18' tall SITE POLE DETA I L Sl)ECRCA EIONS DESCRIPTION The lighting poles shall be one -piece all aluminum construction with a two -piece base cover. The poles shall have a straights haft with integral anchoribase plate. All welding shall be per ANS YAWS D1.2. All welders shall be certified. The poles shall be Antique Street Lamps' catalog num- ber EPAX XX S4 flnish. MATERIALS The poles shall be extruded alu- minum with cast aluminum anchor plate, base cover and handhole cover. All exposed hardware shall be tamper resistant stainless steel. Anchor bolts to be completely hot - dip galvanized. Partially galvanized bolts are not acceptable. DIMENSIONS The poles shall be X' -XX "in height with a 10.5" diameter base cover. An integral 3.375" O.D. x 1 I" tenon shall be provided at the top for mounting Eurotique 4" arms (excep- tions following). A 3.375" O. D. x S" tenon shall be provided when mounting Euratique arm EAL4. No tenon shall be provided at the top when mounting Eurotique arm EAK4 which has an internal tenon. INSTALLATION The one -piece poles shall be provided with four .75" diameter by 24" long, L -type anchor bolts to be installed on a 7" diameter bolt circle. A handhole with cover shall be provided in the lower shaft section for wiring access. A grounding screw shall be provided inside the handhole. Eight set screws shall be provided at the top when mounting Eurotique arm EAK4. For finish specifications and color options, see "Finish" section in cata- log. EUI OTIQUP Architectural Lighting FS ANTI) 1 tr tiara ([��l a„ .Akrtl,re, °,dsCantia,ry '0115W, R[ndt. grr P in0(75750 Ph (512) 977 6444 F e (512) 977 -9622 xwvr.anlq -te tt-re am EP -I EUI1�O EIQUEMALUMbINUN/I POLES ORDERING INFORMATION noede enoo a u,e bolamce e n,l «7 neRnna "w1" h,"i bees cans •ra,,. ails �, I© It rt1 4 "0.10' 18' tall k DATE on the appi.mmne e. 5/6/13 GME CKED BY EPAX 18 94 3- 3 /ST11 ANBK FILE EDIT Pole Series Height Finish 3.375 "O.D. x TI " High Tenon -1 DRAWING 3- 3/81`11 (standard) PROXOT - EPAX 10 ANBK Black OF 1-1 N AND8 DarkBonze 3.375 "O.D.xB "High Tenon EUROII @UE' "Poles 14 ANOG Dark Groan 3 -3/8T8 (Rcquired for Al -inurn 16 ANVG Verde Glean Eurotique Arm EAL4) ANPP Prirra Punted 18 CM Cc, ern Match CS ;,oi.rn Se eat Shoff Type RAL [,- S4 4 "dla.31,af1 Options Tenon Rsc�ptad�s ° 3- 3/8T11 Standard Te..n - Hacpol2 Holders 3 -318T8 Tenonror Alm EAL4 (eee ACCersorlte ceoHcnln fre Of0 Tenon far Arrn EAK4 to catalog or contact Antl,.lua 3beal Lamps) ° DOTES: 1. For finl9t s((;aa'h"catrcru ant color.Priem sea Finish anion h, 1.11111.19 .r WnfpGi ArtfigL5.:i6e1 Lwrps. ANCHORAGE GUIDE 7' L Internal Tenon - OTO (Required for Eurotique Arm 4 EAK4, furnished s with (8) setscrews) vale Height e �p 4� ,-9" Dia. 7" Dia. - -- ( Base Bolt Circle -- 2" x 4" Handhole Opening with Door and }� Xir Handhole _ (2) Socket Hd. screws _ - Cast Alum. Two- _ Piece Base Cover -� (2) Socket Hid. Screws - ' ~ 3.5 I� -10.5 O leveling height levelin height 9 9 3(4 "0 x 24" Hot-Dip Galvanized Anchor Bolts er 4 le ( P Po ) ANTIC) UE Street Lant ;:OI l B W. Rundccs u o, •A_srirt 1X 78758 •st.wrr turns r An ererd, m 51z v77w44•rax.12 ociryn:¢ vrvrw,ardi ceslreenarr scorn U P EP -2 SITS POLE DETAIL 2 Catalog Number LF6 Single Lamp ®® L1rH®/V,A L1""r ®/VG• a -' -' -- Notes Ty Pa Distribution curve Distributioli data Outputdata Coefficientofutilization Single lumirafre data 30"above0oor FEATURES & SPECIFICATIONS F601AZ, (1) Philips PL -C 32W/270 lamp, 12 s /rah, 2400 rated lumens, Test no. LTL12515 6" Frame In pf 20% INTENDED USE Iso, op Lumens Zone Lumens %Lamp To 80 °6 70% 50% r Height 2.'dt Recessed frame -in rated Non -IC for new construction only. ■ �°'/'� ow 50'630'.650 %30°650 %30'.6 se °s tooth 62 a' 10% bevn- Ll�fr•VM 7v 0 598 1s4 .t Approvud for all ceiling types and wiring types. - a 5 612 59 0' -30- 483.7 20.2 0 63 63 61 61 58 58 hiil� FO CONSTRUCTION - r. 15 639 19 0 ° -40' 780.1 32.5 1 57 55 56 54 54 53 Mo ,ra Cane, N x, 0' -60' 1245.0 51.9 2 52 49 51 48 49 47 Halaht east, oi:>,„atar FO Ola.natar F[; Ru ed alvadied steel frame. `� i 60 25 533 247 as taa s.7 as tat 2.0 99 9 a 0 ° -90' 1261.5 52.6 3 47 43 46 43 44 42 4u 35 471 296 too ms e.2 ss taz tt Cutout secfiou all Iralne ter rr:n]udel applications. - -m_ 90° - 180° 0.0 0.0 4 42 38 42 38 40 37 t2 tl s.a 71.6 3.3 211:3 0.7 Galvanized bar hanger span up to 24' n. c. and feature Guilt !it Bailer and T- - y SINGLE LAMP ..a 55 444 37 3 0' - 180' 1261.5 '52.6 5 38 34 38 34 37 33 to o 45 14.1 2.3 295 0.5 135 barclips. 4��T1 'I�-- 1n " ce[ "Total Efficiency 6 35 31 34 31 34 30 too as las is ass as l...l I'� I o • _ 65 11 12 7 32 28 32 28 31 27 Galvanized steel (uactiun Lux with removable access dour, 14) 10nex 75 3 3 8 29 25 29 25 28 25 knockouts, (2) 3/4" and (4) 112- nominal conduit knockuuls Willi pryuut slots. 85 1 1 9 27 23 27 23 26 23 Rated for through branch wiring. FLUORESCENT 90 0 10 25 21 25 21 24 21 Maxi nunl8 (4in 4ou11 No 12 AWG conductors. Rated for 90' C. Horizontal TRT GNUUd Wien Single Lamp provided. Non -IC ELECTRICAL SYSTEM New C;0115tru C110n Socket housing attaches to reflector with pre - mounted screw to ensure proper and consistent lamp position. Multi -volt, 120V through 277V, electronic ballast with end of life protectiun. _ .,� Thermally protected against improper contact vM Specifications h Insulation and approved - 1 fm through- Branch circuit wiring. Height (trill] height varies) .. INSTALLATION Length: 13 (33) T -Bar or wood joist installation. Will: 8- 112 (21.6) Barhangers expand to a Ifu gW of 25 -1/4° maximum, 13 -1/4" nlinimmn. Ceiling Opening: 7 p7.8i -a -y Vertically adjustable yoke allows for hush mounting of mills to ceiling face. Maxinmin ceiling thickness determined by finishing turn. See specific idnl All dlmmfsians am inchos(wndrrot.W. .O pge. a _�a LISTI a NG UL Listed l0 US and Canadian safety standards. •_ " „a _ Damp location listed. (See trim selai:qun for wet location listing.) - -u,>t - - - - -a ORDERING INFORMATION For shortest lead times, configure product using standard options (shown iu bold). Example: LF61/26 -42iRT MVOLf F601A LF6 1 /42TRT MVOLT F6LS4 Series Lanlps Volts Options I Reflector LFfi tJLG42TRT' MVOLT' AOEZ Advance Mark 10'" EL Emergency battery pack F601A Clear diffuse open 1126 TRT 347 electronic dimming ballast with integral testswitch.' FGWAZ Clear specular low I732TRT Must specify 120V or 277V ELR Emergency battery pack iridescentopen I /42TRT 126TRT, 32TRT, 42TRT). with remote test switch.' F6W4A Clear dilfuse wally ✓ash Nlinimmll dimnning level 5A' WI_P 35K lam (shipped DMHL Lulron Compact SE'"' P PP F6W4AZ Clear sppecularwallwash p separately). low iridesceFit electronic dimming ballast, TRW White flan go. 120V or 271V 76TRT, 32TRT, y-. F6LS4 White splay flat char glass 42TRT) Requires 4 -pin BDP Ballast disconnect plug lens' lamp. Minimum dimming (meets codes that require 1`61573 Whitesplay glass T73 Ieve156, in- lixture discamuctl. tentperedprismaticlens' NUIES: 1 Not avulablo with DMHL or WLP. 2 Electronic multi volt ballast capable of operating any lina Accessories voltagolrum 110- 27N,5aor Et1Hz o"n, as styarate catalog numbers. 3 For dimouconal chengos, rube o ell -ariee latx Far u c- / /p� lamp epomdon, consult factory. LCM13 Channel bar mounting brackets, set of two L/'MMMVIA L/Gf 7ZJ G' 4 Lama removal requ ial Luforo EL [osdug. LSMC T -Bar mounting clips, set of lour ' Litir dmiD -figs Recessed Bownligheng Sao trimepaciticatio .r shoat larmaximmnw'ettages. �, , ,�� � �.tr' Or]e Lithoria WaY. Conyers, GA son 12 "-"" Y"^,7 Phones 80U 3W 4735 Fa :U. A8 -1217 Dowulighting and Track Sheet #: 11.115 - SINGLE -COM CCFL -125 Sheet #:LF6- SINGLE -COM 9) Not acady Grande ughumy Inc, R., d72$Wt wvvlimada.com REG F I XTURES DETAIL REG FIXTURES DETAIL 2 SITE L 16HT I NC-2 NOTES I. Each outdoor luminaire ec[uipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff lumina ire and shall be arranged or shielded to reflect light away from ad'oininc� residential districts and away from ad'acent roads. The spillover of li htin Yrom Euminaires onto public, roads and property in residential and rural areas zoning shall not exceed one -half footcandle. g 1 GRAPHIC SCALE 1 " =30' 0 30 60 90 c_ Z m 1- N. y� K Nathaniel D. Perkins C, GLRT. NO. 032304 a� IR - z V l <� Z lLl-\\-1 Fu Z Q� V � Zm j vow � O LW zc ua � < � Lu 1-" < DE5i BY DAiE NP 5/6/13 A DATE NP 5/6/13 GME CKED BY DATE FILE EDIT SPROUS E SCALE Iu =30' DRAWING G -12 PLOT PROXOT - OF 1-1 N in a to r � s Q qr }� Xir <� Z lLl-\\-1 Fu Z Q� V � Zm j vow � O LW zc ua � < � Lu 1-" < DE5i BY DAiE NP 5/6/13 DRAM BY DATE NP 5/6/13 GME CKED BY DATE FILE EDIT SPROUS E SCALE Iu =30' DRAWING G -12 PLOT PROXOT - OF 1-1 5FE£T NO. dv 10' x 15' Concrete Dumpster Apron & Pad 10' x 20" Dumpster Enclosure (masonry to match lo(d (see ' Arch: elevations for details . 6' Privacy Fence Painted white to match building 5TAT15T1 G5 IT NP No. Label Symbol Label Qty Description Symbol Avg Max Min Max/Min Avg/Min covered v4a l 4ay "r, 5.1 fc 7.1 fc 2.8 fc 2.531 1.8 :1 Property Line X 0.1 fc 0.4 fc 0.0 fc N / A N/A 51tet Lighting Three Notch 20.0 2.3 fc 10.4 fc 0.0 fc N/A N / A LUMINAIRE SGHEDULE IT NP No. Label Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 0 R 24 LITHONIA LF6/ F601A (26TRT) 6" OPEN DOWNLIGHT WITH SPEGULAR ONE 26 -WATT TRIPLE TUBE COMPACT Lt110751.Ies 1600 1.00 2q 20.0 7.0 0.0 REFLECTOR. FLUORESCENT, 20.0 18q.2 0.0 5 ON -1 20.0 VERTICAL 6A5E -UP 0.0 6 ON -1 20.0 186.4 0.0 POSITION. ON -1 20.0 O 0.0 ANTIQUETWIN o EUROTIGIUE ONE 15OP -WATT CLEAR 80.6 0.0 Cl OM -2 3 180 E522 150105M ARCHITECTURAL EDI7 METAL HALIDE, EZ22_1'75M_M 12000 1.00 370 O 8.0 MED GGF SR3 LUMINAIRE WITH 5R3 HORIZONTAL P05. ED -6CF -SR3• 8.0 2610 0.0 MOUNTED ON REFLECTOR, CLEAR 8.0 leg 0.0 13 WALL EPAX 18 54 3-- PLAT 6LA55 LENS. 0.0 14 WALL 8.0 1155 3/8TI1 ANBK 15 WALL 8.0 178.2 0.0 16 POLE 8.0 168.0 0.0 17 WALL 8.0 ANTIQUE E522 EUROTIQUE ONE 15OP -WATT CLEAR WALL 8.0 0 ON -I 7 15OP5M MED GGF ARCHITECTURAL EDI7 METAL HALIDE, EZ22_175M_M 12000 1.00 185 a WALL 5R450 MOUNTED LUMINAIRE WITH 5R450 HORIZONTAL POS. ED- 6-GF_5R4 WALL 8.0 177.8 ON EPAX 18 54 3- REFLECTOR, CLEAR 22 50.1,09 8.0 86.6 0.0 3/8T11 ANBK FLAT GLASS LENS. 8.0 -2.7 0.0 24 WALL POLE 1.1 0.0 25 WALL 8.0 -7.4 ANTIQUE ES22 EUROTIQUE ONE 70 -WATT CLEAR 8.0 -5.2 0.0 WALL 21 7OPSM MED GGF ARCHITECTURAL EDI-1p METAL HALIDE, EZ22_175M_M 5400 I.00 85 WALL 8.0 5R3 MOUNTED LUMINAIRE WITH 5R3 HORIZONTAL P05. ED -6r_F -5R3• 8.0 264.3 0.0 ON EA04M REFLECTOR, CLEAR 8.0 leg 0.0 31 R AN5K WALL FLAT GLA55 LENS. 0.0 32 R 12.0 0.0 BRACKET 33 R 12.0 0.0 0.0 34 ANTIQUE E522 EUROTIQUE ONE 15OP -WATT CLEAR 0.0 35 0 OM-11 4 150P5M MED GGF ARCHITECTURAL EDIT METAL HALIDE, EZ22_175M_M 12000 1.00 185 65 0.0 SR3 MOUNTED LUMINAIRE WITH 5R3 HORIZONTAL P05. 102 0.0 38 OM -1 ON EPAX 18 54 3- REFLECTOR, CLEAR -77.6 lies 3q OM -1 20.0 3/8TI1 ANBK FLAT GLA-% LENS. 40 R 15.0 0.0 0.0 POLE R 15.0 0.0 0.0 102 b.3 b.5 b.3 I bS b.7 1.0 1.3 13 1.3 1.7 .2 '1.1 1.5 1.1 1.5 1.0 : • 1.1 1.3 1.4 13 13 1.0 1 to 1.5 1.3 1.5 • © OM -I -37 ' t2.I t2.2 1A 1.2 1 t2h !2.5 12 1.1 lbM -I -3 '2.4 2.1 t?.3 $2 13 00.8 8 1.1 1.0 b.5 .4 1.0 7 ELECTRICAL M ER BASE GAS .4 t?.3 1.6 $ b. b 00.5 b�1 t;C G -11 t" ENTRANCE -2q Second rige Y of IS __10 occuptabte space 4LL -I I .I L -15. 1.6' 1.0 L>, -13 5''' sid G -12A' � ' 1.3 l $.I '2.4 '4.4 53 12 12B ELECMCAL MEIN, EM Plan View Scale V= 20' 1.1 1.5 � 2.a 1_*N-_24 10.4 7.1 N3 2.5 b.4C -2 (ty ') TR CAL METER BASE $ 5 q.0 02.5 26 -28 z -27 b.o 1.3 '$.7 LL -17 $.I '12 2.2 $2 14.6 b.q 10.4 1.6 1.4 IL '4 r u LUMINAIRE LOCATIONS IT NP No. Label MH Orientation Tilt 1 OM -2 20.0 6.7 0.0 2 OM -2 20.0 45 0.0 3 OM -2 20.0 7.0 0.0 4 ON -1 20.0 18q.2 0.0 5 ON -1 20.0 06.5 0.0 6 ON -1 20.0 186.4 0.0 -7 ON -1 20.0 186.8 0.0 8 ON -1 20.0 80.6 0.0 Cl ON -1 20.0 71q.q 0.0 10 WALL 8.0 2635 0.0 II WALL 8.0 2610 0.0 12 WALL 8.0 175.6 0.0 13 WALL 8.0 1"12.1 0.0 14 WALL 8.0 1155 0.0 15 WALL 8.0 178.2 0.0 16 WALL 8.0 168.0 0.0 17 WALL 8.0 17q.7 0.0 16 WALL 8.0 178.8 0.0 Iq WALL 8.0 177.3 0.0 20 WALL 8.0 176A 0.0 21 WALL 8.0 177.8 0.0 22 WALL 8.0 86.6 0.0 23 WALL 8.0 -2.7 0.0 24 WALL 8.0 1.1 0.0 25 WALL 8.0 -7.4 0.0 26 WALL 8.0 -5.2 0.0 27 WALL 8.0 -3.1 0.0 28 WALL 8.0 -1 b 0.0 201 WALL 8.0 264.3 0.0 30 WALL 8.0 83.6 0.0 31 R 12.0 0.0 0.0 32 R 12.0 0.0 0.0 33 R 12.0 0.0 0.0 34 R 12.0 0.0 0.0 35 ON -1 18.0 1732 0.0 36 OM -1 20.0 65 0.0 37 OM -1 20.0 102 0.0 38 OM -1 20.0 -77.6 0.0 3q OM -1 20.0 63 0.0 40 R 15.0 0.0 0.0 41 R 15.0 0.0 0.0 42 R 15.0 0.0 0.0 43 R 15.0 0.0 0.0 44 R 15.0 0.0 0.0 45 R 15.0 0.0 0.0 46 R 15.0 0.0 0.0 47 R 15.0 0.0 0.0 48 R 15.0 0.0 0.0 4q R 15.0 0.0 0.0 50 R 15.0 0.0 0.0 51 R 15.0 0.0 0.0 52 R 15.0 0.0 0.0 53 R 15.0 0.0 0.0 54 R 15.0 0.0 0.0 55 R 15.0 0.0 0.0 56 R 15.0 0.0 0.0 57 R 15.0 0.0 0.0 58 R 15.0 0.0 0.0 5q R 15.0 0.0 0.0 CG -11 ENTRANCE GRAPHIC SCALE 1 " =20' 0 20 40 60 i 6 R/W 7111111,119=1k, ;, 9011111=71M GERT. NO. 032304 V � S l\ V DESISNED BY IT NP 5/6/13 A DATE NP Z w CHECKED BY DATE FILE EDIT SPROUSE }< SCALE I DRAY•IINS OL PRO.JEGT - OF I'7 N LW M i --A cl- OL �- UJ 1u Q < r � Q to DESISNED BY IT NP 5/6/13 DRAM BY DATE NP Z w CHECKED BY DATE FILE EDIT SPROUSE }< SCALE I DRAY•IINS OL PRO.JEGT - OF I'7 SIFT NO. LW M --A cl- OL �- UJ 1u < DESISNED BY DATE NP 5/6/13 DRAM BY DATE NP 5/6/13 CHECKED BY DATE FILE EDIT SPROUSE - SCALE I DRAY•IINS G -13 PLOT PRO.JEGT - OF I'7 SIFT NO.